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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 RECEI�'SD SEP 09"2015 � � ��' -rte� • �i t t r �iE k'� � OSx . �. 1 ♦• � '� p, ..f..k 5`'cR`�'i3-,',,ilk•�:.Yw.�""t t`7Ii�3 3ff Ci1°(l[ SCIS Home Log to ; User Registration Hot Topics Submit Surcharge ; Slats&Facts ; Publications : FOC Staff ; 13CIS Site Map Links Search Businesj J�wlProfessionalU ERRApproval �.bc I Regulation go Pnhfnrt Annrovaf W wi>Prafurt lir aonll<arion Senrrh>Aoanrannn t 11 >Application Detail FL a FL389-R8 Application Type Revision Code Version <2iD Application status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley(@easternnictal.com Authorized Signature Bili Feeley Irodriguez@easternmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 4 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tlllit,Jr.P.E. Evaluation Report Florida Ucense PE-44 t67 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE ✓: Validation Checklist-Hardcopy Received Certificate of independence Pk.38n R$ Cp L LIV ; fkD 2t d FlN i:1?tsff Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards - Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuildiiig.orf,/pr/pr� ll-12vJvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval OS/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model Number or Name Description 389.1 Bertha HV Accordion 5hutler-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 i Approved for use In HVHZ:No F1.309 RR 11 ';.S.S A.INC npv1G.14-f).:o ndf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. j Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports I Other:Large Missile Level'D".Max span Is 12'-7'for 35 psf positive F "Il<g Rii„V:'r A.S.SeA INC. p-F n_t!ntdG}5-:3Sb.c,tif ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2'for 110 psf ASD load for HV3 blade w/o window blade and 8'-11'for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working In unison.Max.span for HV3 blade w/o window blade for installations Into } Metal Stud walls Is 79'for max.ASD pressure rating of+72,-72 and 84' i for+64,-64 psf.See sheet 5 for otherspans and ASD pressures. 8 j.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)-Drwg iS-085 bottom for storm protection _ Limits of Use Installation Instructions Approved for use In HVHZ:No Ft" 9 Re It A.5.S.A.INC_DRWG.r5-085.ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i Other:Large missile level-D-.Max.Span Is 16'-0*for 30 ps.f negative Ft.389 R8 AB A.S.S.A.)_Ni-. P..F_k. ORWC.15-1"2'HV,iMf ASD load depending on centermates and laking rod configuration for the Created by Independent Third Parry:Yes t HV3 blade,8'-0"for+Fra,-72 p.s.f.load for HV blade for Keystone mountings 7'-0"for+7S,-75 p.s.r.for metals stud mountings and 8'-0" for 110 p,s,f.for HVI.and HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for others ns and pressures. 389.3 BeNrUta HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and on-HVHZ)-Drwg IS-084 bottom for Storm protection -Limits of Use Installation Instructions Approved Tor use In HVHZ:No F1389 R8 it A S S.A,INC. QP.WC:!S-OR4 nnf Approved for use outside HVHZ:Yes Verified By:American Test lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0'span at.30 p.s-,f ASO load for Blade 1 F1"389 R8 Ac" A.S.B.A.1NC P.E..R. pRWG.25•I19•a pmt and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively Conta"Us n 1940 North Monroe Street.Talfahassee FL 32399 Phone:850.407.1024 The state of Florida K an AA/EEO employer.Copyright 2007-7013 Slate of Flprkia.:t Privacy Sialement::Accessibility Statement::Rebind statement 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 850.487.1395,'Pursuant to section 455.275 (L),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4SS,F.S.must provide the Department with an email address if they liave one.The emalts provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click hem. Pmduet Approval Accepts: �L:l'llrlt T.tti;l it Ct'ti http://www.floridabuilding.org/pr/pr___app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL MOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THE PRODUCT EVALUATION OCCUUDIT(P£.0.)HAS BEEN VERIFIED FOR COMFUW E 01 ACCORDANCE MTH THE 2014(5th EDRION)OF THE FLORIDA BUILDING RIDE THE ACCORDION SttJTER SYSTEM SPALL.NOT BE INSTALLED AT HW VELOCITY HURMCA1E ZONES. DESIGN WIND LOAM SHALL BE CrMT n AS PER SECTION 1620 OF THE ABOVE MENTIONED COOS.FOR A BASIC WIND SPEED REWAED BY SHE JUf7SUCTION WHERE SHUTTER 11,4. TABLE OF CONTENTS BE INSTALLED WITH A ORE-TALITY FACTM Kd-D85,LYSING ASCE 7-10 AND SHALL NOT EXCEED THE UAXDIUII(AS4.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,ID&20. IN ORDER TO VERIFY THE ADM CONDITION.ULTIMATE DESIGN WIND LOAM D:TERUOIED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA•i: HV BLADES(-A @ BY UULTIP(.YNG THEM BY 0.6 IN ORDEFITO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS Il THRN 15,16&20. GENERAL NOTES SHEET 1 IN ORDER TO VFRDY THAT COMPONENTS AND ANCHORS ON THE P.E.D..AS TESTED.WERE NOT OVER STRESSM A 33 X INCREASE W ALLOWABLE STRESS FOR MND LOADS WAS lSil USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSTS.HOWEVER•A WIND OURADON FACTOR C0-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, SYSTEM COMPONENTS 27-37 SEEN 3 BERTHA N.V.ACCORDION SHUTTER SYSTEWS ADEQUACY FOR WIND AND LARGE NESTLE IMPACT LOAD WAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE LIDGIONED CODE AS PER SHEET 4 ATL RE38 PORTS: TYPICAL SHUTTER ASSEMBLY -44 TYPICAL VMDOW BLADE&WWDOW DETAIL -H5*MADE IUD}0214.97-0.T.10715.01-03,#1004.0t--OS,/121441-05.10317.02-06.(0609.01-10 AND(0210.01-11 AS PER TAS-2201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1866 AREA : HV 8 n AND W WINDOW BLADE(SM,i AND E-1895 STANDARDS(WISE LEVEL D.WIND ZONES 1.2&3)&112=01-10 401-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MMM OMERE APP t E) -HN WINDOW BLADE 3#0505.01-0.T AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES t,2.3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 207.PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,COMREMIBLOCK SHEET B 2.W BLADE O' AND W NINDDW BLADE 0 ARE UMEEREO 70 WORK IN UK=,MIH EACH OTHER UNDER THE GENERAL UURATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS C-u,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PES(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT WOW CONNECTION TO TRACKS SHALL BE 014X275•AND#14X1.75*RIMPECINE.Y,410-FIT MINIMUM SERIES CTEIVERLIATE MT=IN SHEET B STAINLESS STEM SCREWS WM 135.0 kat YIELD STRENGTH AND 180 bi TENSILE STRENGTH.PWS SHALL BE COATED WHIT BERTHA W OAC.ROSHIEID COATING SYSTEM AS MANUFACTURED BY APPROVED CENIFRLNTE ALTERNATING DETAILS FAN SHEET 9 COATING APPLICATORS,REGISTERED YOM MEIMGN SHUTTER SYSTEMS ASSOCIATION.PNS.MUST BEAR THE HV MARKING ON RE1R HEAD, 4.ALL A1RMINUM DLTRISUONS SHALL BE ALUMINUM ASSOCIATION?ALOY AND TEMPER AS U O{CATED ON SNEET 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 icd AVD 35.7 L�N FOR END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SI-M LO 6005-T5 ALLOY. MAIOMUM SPM TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCUMS TO BE STAINLESS STEEL 304 OR 316 ASN SERIES CR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WTN 50 w MDI.HELD STRENoTH AND 90 k:l WN.IV LE STRENGDL ANCHOR SCHEDULE-CONcRETE&BLOCK stm 13 AND 4V:L COMPLY W/FLORIDA BUILDING CODE SECTION 2411.325.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S.BOLTS TO BE ASN A-307 GALVANIZED STET.OR AM 304 OR 315 SERIES STNNLFSS snn MDI 35 IN LONMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING',HH ETS FOR ANCHOR SPEQnCATNONS NV BLUE Q: 12.13,14,15 AND 20 INSTALLATION DETAILS LI-R.W'DM SHELF 16 INSTAIIATION DETAILS S-X,VVD00 FIV BLADE QQ &® WORKINGINUNISON: 12, 13&15 SHEET 17 8.ME BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#G'779.562 CDUPONEMS OF THIS APPROVAL APE COVERED,Ot WHOLE OR UM PART BY US.PATENT#5'458,173 ISSUED TO FASYFM END CONNECTION DETAILS 7-72&X,WOOD SHEET iB METAL SUPPLY,IAC. 9.B SHALL BE TIC RESPONSIBILITYRESPONSIBILITYRESPONSIBILITYQF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE1h10:RE SHUTTER IS 10 BE ATTACHEDATTACHED 70"URE PROPER ANCHORAGE CONTRACTOR70 SEAL/CAULK AREA : W WINDOW 81 ADE tA ONLY ALL SWJTTM CCuP0N7Xr EDGES YYHICH REMAIN THRU FASTEN!,*IH Comhu IS HOATNCT WITH DIE BUILDING TO PREVENT WIiD/RNN INTRUs*& TYP+.AL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST BEM FUDAM 47 LA01 INA VISIBLE PLACE'NMI WARNING NOTE DURING PERIODS,Of HURRICANE WARNINGS HOME OWNER,7174AJNT.OR OIHE1S,MUST PROPERA LY CLOSE L W AND HO AREA 4• HV WINDOW BLAITE in ON�' CENTFFSNTES ANO ENGAGE OR LOCK AU HA AGR NO LOCM 11,SHUTTER MANUFACTURER'S LABEL SAL BE LOCATED CH A READILY VISIBLE LOCAr..ON AT ACCORDION SHUTTER IN ACCORDANCE MRI SECTION 1710.8.3 OF rLORMA OUTIDiNG CODE ONE IASL SHALL BE INSTALLATION DETAILS.METAL SND WAIS SHEET 20 PACED FCR EVERY OPENING.LABELING TO COMPLY Tom SECTION 1710.8.2 Or ME rtik A BUILDING CODE 12.BERTHA H.V.AC00=014 SHUTTER SYSTEWS INSTALLATION STVU WMPLY WITH SPECS INDICATED IN THIS DRAYWG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JJREDIDTION W7eRE PERMIT E APPLIED 70. 13.CC)THIS P.E.D.PREPARED BY THE EIMEER E GENERIC AND DOES NOT PRIMO-e INFORMATION FOR A SITE SPMFIC PRG ECr.La.W iERE THE SITE CONDITIONS DEVIATE FROM THE P.F.D. (b)CONTRACTOR TO SE RESPONSIBLE FOR THE SELECTICH,PURCHASE AND INSTALLATION NCA'VIDOIC WE SAFETY OF THE PRODUCT.BASED ON THE P.E.D.•PRWOED HE/SNE DOES NDT DEVIATE FROM THiS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCULIONT.CONSTRUCTION SAFELY AT SITE E THE coNrnAcicR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)DOS P.E.D.WILL BE CONSIDERED INVALID IF ALM"m ANY IZEA SL (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A nDRiDA L oETERED ENGINEER OR ARCHITECT WHICH MLL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND A40 WLL S RESPONSIBLE FOR TRE PROPER USE OF THE P.ED.EGAISR OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.E14KEEP.SHALL.SUBLET M THE LATTER THE SITE SPM,-C ORA NGE FCR REVIEW. (e)DFLGRW.P.E.D.SCALL BEAR THE DATE AND CMO„We.SEAL AND M"TURE CF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED B. M FLORIDA B&DING CODE(Non High Velocity Hurricane Zone �ApV`p�j�ft A.T/r�'iV4 (D 2015 EASTERN METAL SUPPLY.INC. ZMV-EMBERTHA HVTM o�� ■ ■ ■ ■ Accordion Shutter System _ & H.Y.EI-AX Qt W/OR W/o TLV,BUTCH BADE o: l/ American Shutter Systems uRA •k•� TICLIT TESTING& ENGINEERING COMPANY DEs�F7fOx DATE WON Br; H.N. ' ?f Qf Association, Inc. 6L5 Rx.3M R.5u mL ww'k Gimm ACRDA 331 0:0 71-f 92 tft3/IS CUL: i/N3/L5 � Pnse:(30)671-1530.F..(305}871-1531 4268 Westroeds Drive 2 cS''::""",.•'`4 ` N,oaD;aw•r:�Mor1.�,,, DRAWING No A� ED-oa 0. West Palm Beach, FL 33407 s ANAL EtyG.��` WALTER A iPUT J..RE, . 15-085 P.E. SEAI�M�;N'I�TURE/DATE' #""� 5 SHEET 6 1 OF 20 -3Y 1m e.o.7r LTAoc® Q . VARIES Isla* 1.491' • : '�, r o Mat 4 I45A' a .03 •.. d"6T- NfYj {.377" �. '• I G� �:p 4.657• r 37 5 HV 90•/180' STARTER COVERED UNDER US PATENT{I 5458179 QHV UNIVERSAL FLOAT�ER QUALIFIED FOR USE W/ HV GLADEO C4 UNT FIV BLADE 1 1�A HV WINDOW BLADE6005-T5 ALLOY AND TEMPER OUAUFIED FOR V,-F W HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 ALLOY .31' ® 6063-TG ALLOY At76 TEMPER Z'1 6063-T6 ALLOY AND TEMPER .. + _ 'T24�t� Ji 2.670 'Td 3.53b' . '.) 'J"y"'- .934' 1. 670.`7.226• d�rp, $�_.615' 2A42• HV ADJ. ADAPTER W/UPJ 13G +37s' 00 C.07j: �q� .920 - 3. 6" + V HV WALK-OVER_TRACK ADJ. BLADEQI OUALIFIEO FOR U.Sr W/ HV Q HV FRENCH TRACK as - 606S-T6 ALLOY AND TEMPER BLADE-5 OUALIFIED FOR USE W/IN �� fit/ 6061-16 ALLOY 0 TEMPER BLADE 01 ONLY. l�9 HV RAINGUARD BLADED G063-T6 ALLOY AND TEMPER. QUALIFIED FOR U E W/ TN 5063-T6 ALLOY AND TEMPER VAIM 4.936' BLADE T 4.915• VARIES 1936" 6063-T6 ALLAY D TEMPER 1_917• 11 MD• t�. %,.I C83' 0 093' - _._.._.. ,. - .100• I5 .060' O - 67 .093• a 670 1.686' 42 t • b70. 352P.._•........_ I 6701x. 11 [iV CEILING HEADER HV HEAD/ER/SILL r� j HD CEDING HEADER/SILL �s7` O t ONLY. OUALFIE 6D63RT66 ALLOY AND BEUA _L',ONLY QUAUFTED FOR USE W/HV BLADES 1�4 HD WALL HEADER/SILL SEE SEC710NS FOR VWJD N_ SEE SECTIONS FOR VAUDrJY QUALIFIED FOR USE WJ IN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE()ONLY. 6063-T6 ALLOY AND IEMPCR coMPONEHT A 8 MX 1 +• I' - _...____ .._..._.. 2..-..._al 2• 10.725• 2' S'MAYS 1/a• 7/a- Y I 3' IO.C90' 2• 5-MAX.10.192' D.192' ,SIDE ANGLEs QununED FOR USE w/Hv ALUMINUM AKGLES@ 2.5^r WAX!0.19 Da9D CORNER POSTS BLADEELQ OUAJRED FOS�USE W/HV UAlIFIED FOR USE W/HV 6063-76 ALLOY AND TEMPER BLADE UT 6063-TU ALLOY AND TBLADE(D EMPER 2' S MA74I 0.119• 0.111' 6063-T6 ALLOY AND TEMPER FLOR'sDA BUILDING CGDE(Nan High Velocity Hurricane Zone o�N0 p;TlCL ''r., 0 2015 FASIERN ICTAL SUPPLY.INC. Q` 'GENS '�9 BERTI IIA HVTM, KV.IL E C O INS. A,S,S,A. Accordion Shutter V.WlNDoSystem *= Hx aADE¢I w/OR w/o KH. w gAnE Tq•; �/. /. ``+�� = TIWT TESTING It ENGINEERING COMPANY American Shutter Systems Dacarpoa cue DPA%W 91: 9J. STATE DF z 6353 KIN.3a 61,Se as. 'A G.Mv.ROE=331 Association, Inc. , 1 aD 11-:s2 ,/11ps oAE 4/Ia/Ls Peine:(305)67&-1530.F9.:4.70:;8»-t531 4268 Westroads Drive 2 021'ItlNG No Ok fCDfi10•� `� .awED-O+a Lca West Palm Beach, FL 33407 3 5-085 &SSI NA`(,;`�`.`` 1mnn A Xur Jr.P.E 4 SHEET P.E. Sr>vltEl9rdG(E+0111 DATE ` �"o"'�' s z OF 20 1_C�Sa• 8 8' 1576' AS' I�yu• 8.s1[s� [Za� PD.. IN'-2e M � (2 119,7 7lCVAUIDI !1 [Wia o6z _r iut a ,L axxi ,p .ars• { I 1 La96S9aAss cnro[R •� �c fi. - n ILLY (0tanw0 e (owoME nATm7 21 NV CENTERMATE OUAUflED 1 &(9 ONLY 2 e 1 Spy ;- QUALIFlED FOR USE W/HVQUALIFIED RFORR USE OW/ W 6053-Tfi ALLOY AND TEMPCR QLED FOR US£ ONLY C H1ADE 1�dc®ONLY. BLACE(7 &®O,YLY_ 6063-T6 ALLOY AND TEMPER 2,a74' OG3-0T6 ALLOY AND TEMUSE W/HV .ADE 7 ONLY ny+u•Tia NrAO 01% .16• ---x�T • 78- 1. prR 5' MOLDED 4.045' - SCREW _ 2.077 1.751' r"•' 6O•AFI42 aMEi1NG 1 ' 0B• ^ 1./4 -20 x,3/4 BEFORE R6r1II10 _,S, THUMBSCREW ]/4"0-20 RIVNUT+ tu . smm SNX-mw 12024-U ALM LASE nMM THU F It 1 !;'W AVIMU,FMT F CM.AS MWUtaCW=BY AYDCL --'tom—'I hGAY iGROM PAFSPMrf.NLV JI2RSrY f17WA OR CCUAL NCta V I LOCKER FOR "T" LOCK C NITERMATEQU �ED.FOR USE W/tN BLAOE 1 ONLY �� HV FEMALE 'T" LOCK CENTERMATE HV 'T' LOCK HV ALTERNATIVE SOCK 6063-Ts ALLOT ANO TEMPER `-' OUAUFlEO FOR USE QUALIFIED FOR USE W/ tN QUALIFIED FOR USE W/HV BLADE T©ONLY OVAUFTED FOR USE W/ HV SLADE(1)ONLY W/HV BLADE0i ONLY. 51_ADE(l ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- ��+• 1.917 1.9IY -,— •'t�— 'en 065• _' _ .\•`-ILWI'{[�Y KEY CER OR .214•' .063 .ABY.. ., ' '�-.S.C6 � Imo'GNNOER a.a7s ve Tzr Me,. H D O i2 E C 4 'd m o.o 0 OUAUFlED FOR USE W/HV BLADE i &QA QUALIFIED FOR USE W/hY HLADE i &1igl 1 NT ,S ' �"• 6063-6 ALLOT AND TEMPER 6063-T6 ALLOY AND TEMPER vAMM 12'Nat. QUALIFIED FOR USE w rN BLAOE 7 & fA *W,, AFIED TNUvzRRN6063-T6 ALLOY ANO DaEY iT9 , i�...... _ - DER * 1.78•Noy. LOCKING ROD�`� t/4e HD LOCK L 37s'• QLIALI 60O FOR LLE w/Hv HLER t¢ ACETAL i HV 1/4" 0-20 AISI 304 6Y REGENT HARDWARE IJORTIISE LOCKS SMES 2533 NOOK DOLT LOCK, � 6063-T6 ALLOT AND 7EMPERERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HY HSE TO&0 D R INSTALLATIDN WILL REQUIRE A 7/16"HOLE QUALIFIED FOR USE W tN BLADE D lltc-D AT TRACKS FOR PROPER EMBEDMENT 4 HLAOEt�T / FLORIDA BUILDING CODE(Non High Velocity Hurricane Ione p I,� 0 2015 EASTERN METAL SUPPLY,OIC. Q`• \r ENSF BERTHA HVTM 1L ECO ]N�_ A.S■S■A. Accordion Shutter System H.V.RADE#1 W/OR W/O H.V.WU MI HALE American Shutter Systems n•N;` ,�,,,m, att aR,�,,,BY M,_ T! �C't� •OJ TICCIT TESTING& ENGINEERING COMPANY ST kY. Association, Inc. 1 OLD Tf-Isz 4/13/15 c4a 4/13/I5 5i '4''°A` " : "ItA�aal 5268 Westroads Drive s- nmw:tJOS}p77-;blt .F.:(]C5�71-1531 ...........u '��� ,-mom:ta:ccaow.�em Wast Palm Beech, FL 33407 3 DRAWING No � Ln-COM719 4 155-085 /rr//IIr1o11111111\\\ %&'M A TLIT Jr.P.C. nxazA L;&_t 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FORM HV 11.L HV I 3/8•ai"'I f2U14, ~ C,E d1 U1 HV BLADE 1 i W WO la75. i TO eIAOE 1 1 . 1L'1�. 625• BADE .0615' aE231.0625' ® W BLADE 1A t III 1 t I' �' BVDE'S '0 OPLISY ,1S73' Y ® WLONG RECESSED NYLON BUSHING ; ZXE I n KNUCKL HV SHORT RECESSED NYLON BUSHING \ / W NYLON HAT WASHER (DOR® $W I Mt FORfrot1 R1 f 30' cLHLL » i I 8 / @ FN WHEEL CARRIAGE A751 302-303 SERIES I I - '" //-262 750' �73% aj }} nl F� 0.870-x3/16-THICK NYLON WHEEL. I I \.�.® x 7/8'MIN. Hv WIKDOW 0.188"0 Ncf SI 3D2 SERIES S.S.5.5. R15 355'6 5 ARCH q I SEM M4 .015- 3.7500• a1s 4® W 1 3/4"ACCORDION PIN W/ F8 HEAD * EXTERIOR I �� 47�I 0� I l 5 3/4 gMRS�pk 1- .7 • IHV 2 3/4"ACCORDION PIN W/g8 HEAD '� -I 41 —1 'P m ''� I•F^ 2 1/a ® POLYCARBONATE IMPACT RESISTANT W WINDOW lrr TYPICAL HV WINDOW BLADE AND '; I POLYCARBONATE HV WINDOW DETAIL @ OR I a or ® N.T.S. ((SEE NOTE FOR I ! j I REQUIREMENTS) , j (DOR® �c POLYCNTBQNA7E IIAPACT RFSISrANT HV 11RIM i I DRYER MAKROLON 3103 POLYCAR80NATE y I 12' UN.CLCA t, CE RESINS. UV -STABILIZED GRADE OR SABIC my PIN EQUIREMENTS AT EXTERIOR BLADE KNUCKLE a� x 4 L To ADE INNOVATIVE PLASTIC LEXAN 103 RESIN { I ©OR I ! (SEE NOTE "P. ON SHEET 19). (i) HV PIN SHALL ALWAYS 6E USED AT ALL EXTERIOR BOTTOM KNUCKLES OF KV ACCORDION SYSTEM Vt/ HV 1Q OR I TJ POLYCARBONATE SOURCES FOR HV TOM KNUCKLES . TYPICAL SHUTTER ASSEMBLY i EXTERIOR 'Z' m�tT 1TRG+1.Pv[aD� T,UM N.,.S. �jj Ra0d7Ca om.a�l raa (2) RV PIN @ MAY 8E USED IN LIEU OF 0 AND ONLY AT Nv pN©oocT�twR �A EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV(D aDJ24' BLADE'S KNUCKLE, aL^3e BLADE WHEN CORRESPONDING TO INSTALLATION "11". SHEET 7. (SEE NDTE s FOR z STI +m mu: aw oA oou ron REOUIRUENT5) ILK=Y6D 94IIt1CM AUM MS A;90 Pa O-Ra P-L i f1FaiDM.`.,TiD,^,f;Al 1R1D A9D 01. 1=0 wt I1430 D.,L (3) HV PIN®OR @ W/ 1/2' O.D. 1/16" THICK S.S. WASHER rmeu Anuws ASY DAP 31DDm wt xsnn PL SHALL BE USED FOR DIRECT MOUNT {NSTALI.ATION PER DETAIL X. ej� v I I awrcD SHEET 1°'�'�0 'vsa 167T-A! nrt-otn WHEEL CARRIAGE DETAIL �W 5 0¢°F"s" °�" "'x -3. s, ASSEMBLY LAYOUT Mw ar PLIam Aav Dws c-1 e,« o-1 a t�.i.g �— mr KanflM ASN DIM I T tlED Y — Mat 9 N GN TIR -616 4 @wl rt5W wL C C1) HV BLADE SOLID �t HV WINDOW BLADE DETAILS "'�°°`°l"U°�" ' = ` Iw• °M° L FLORIDA BUILDING CODE(Mon High Velocity Hurncone Zone "%%W A:T.440 2 13ERTMA HVIM LICE' — — p Accordion Shutter System L Eco,,-. ■ ■ ■ ■ KV.RADE#1 W/OR W/O FLY.I NDw HALE American Shutter Systems M tea, mr D,"8,.: eL TILUT TESTING &ENGINEERING COMPANY A��tafton, IAC. 1 A 15-192 4/13/15 WE. 4/13/15 O: ALE Or' assn Lae.Saw sc Va,ata Tnuw War,".fu—r n1 Ph—:(305)871-7530.F.:(305)$71-1531 47.68 Westroads Drive 2 OW�iv1NG L.D O 1 ,.G\�,`` West Palm BeOch, FL 33407 ` �„ AAL E� IMM A T4LS Y.PG 15-085 P.E. 9ftV61;A%RE/DATE R0A°A !.•107 s SHEET a 4 OF 20 o c D 9 (0 *NOTES ON HV LOCKS AND CENTERMATES: 7 r H 5 t �1 � 7. •ONE TTY LOCK @ or g SHALL RE USED AT 1/2��SHUTTER SPAN FOR ANY SPAN OR 72'ABOVE ORB OW J[2 OF SHUTTER SPAN FOR SPANS UP W 10S;MTD FOR INSTN T"jIT ANY E7.F/AT70!L F1V LOCK or Q.�r 1AgY BE USED AS AN INSIDE OR OUTSIDE LOCK,A7TPCHEO TO OR Q� 1 I CE NTERLMATI3 W/(2) 1/4'0-20 x 1/2'LONG FLAT READ S.S.U.S.LOCATKIN OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. IF DESIRED,FOR BEI IER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HY UQCI®Q �9 OR IMV BE USED AS AN INSIDE OR OUTSIDE U)CK.CONNECWN OF LOCKS TO CENIERMATES - T OVE- LOORCAj•YIDHS OFLBE LO KSS INDICATED BBE N ON NOTE ON TTYPK%L SHUTTER ELEVATION. S. WHMCONOITION!11 OR LIMITED 1AWDASORY!CONDITION a�2 6 US131 W/iWD H.V.LOC W.LOCIONG RODS ARE NOT REQUIRED AT URRiGJJE POSITION,BUT MAY -- 4 S6Y1t1%jal®4� •' BE USED IF 0£SIRED TO ENHANCE SHUTTER PERFO E LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). f""IF.r- 4•HAIDATDRY CONDITION 02.ONE W UACK 51W1 BE USED AT CORNER CENTERMAIES FOR ANY SPAN® CJit ANO DtSFM.LADOHS AT ANY ELEVATION.HV LOCK 4 of BA-.-BE USED AS AN OUTSIDE OR INSIDE LOCK, I ATTACHED 70®CORNER CQNTERLIATE W/(2) 1/4 0-70 x 1/2'LONG FLAT HEAD S.S.U.S.TWO LOCKING RODS } AT TOP&BO OM SHALL! il$TED.LOCATION OF LOCK SHALL BE AS WDICATED ON TYPICAL SHUTTER MAIM. �L NLWMUM SHUTTER SPAN SR41 BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 1 koT®Lq ^gg ( 333 S. O.NE AlTi]iN/LTE IN LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND • � jYY IHST 77015 A7 ANT'ELEVATION.AL ERHATE I=¢�MAY 13E USED AS ATN DE OR-OUTSIDE LOCK.ATTACHWENT OF 1/4-0-20.3/4-S.S.THUMBS LRY 7D 0R CEINIElA417FS SHALL BE MADE W/1/4'6-2013/4'ALUM. RNNUr AS SHOWN ON SECTION 1"SHEET&LWE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO, ( ! sgcc5E+4 v C LOOKS AT 1/3 OF SHUTTER SPAN. 6.LSMIMTDiN UriND01e/7 13 TOR KEISLDNE MDLl/reNO NSTA1LATORk ONE RV LOCK 0 or or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'AWI�EJOR BELOW 1/2 Of SHUTTER SPAN FOR SPANS UP 1 I i TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION.N,'LOCK'PJ ar u @ MA BE USED AS AN IJd51DE OR u J, OUTSIDE LOCK ATTACHED TO 0 or 0 SYMMETRICAL,CEMERwES w/(2) 1/4'-20- 1/2'LONG FIAT HEAD S.S. SEE END- t MS.LOCATION OF LOCK SHALL BE AS 1NDICAM ON TYPICAL SHUTTER FLEVALON. USE OF LOCKING RODS 0 W/Q� CONNECTION } 1 , ORtl�70P AND BOTTOM t5 COMPLETELY IMNLL4TOft(. 9'=TIYIS ON D T E M 1 J K I �}V/l?`9yP 0 1 Y M k SH£F.TS 10& 1 :nnL " NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHTOF CORNER 1 U1gi°'°o�,"�' CEhTERMATE ����ONE ALTERNATE HV'f'LOCK 0(� MAY BE INSTAI.I.En IN UEU OF H�LOCKS OR Q9 FOR ANY SPAN AND L9-Ila000.07 08-@.�3 m 7TSTALLA7IDN AT ANY ELEVATION.N.TERTJAiE LOCFL Ci0 Y BE USED AS AN INSIDE�2 011'TSIDE LOCK ATTACHMENT �"t�� OF LOCK®INCLUDES USING REINPoRCWG LOC a,AS SHOWN ON SECTION MT:,SHEET S.WHICH MUST BE 10• � •V ��*�w ---- CONNECTED TO CENTERIMTES AND W/ 1/4'6-20 1 1/2'LONG SS iNttEADED 60LT Wf 7/6'0 x 3/32' (,�� 149NCNUT OR W'/1/4'0-2011'SS.M.S.INTO A tf4'6x 5f8'RNNNIT.LOCK MAY BE INSRJIED AT MIDSPAN OR 12' "0•lJ°a©'7Q•@ m QkXWM ABOVE AND 6ELOW NIDSPAN.USE OF TWO LOCI(ING RODS TOP AND EOTOM IS MANDATORY. 9• �V•WI VOTES QN HD LOCKS & CENTERhMATES: 1.y�LnlUc�i �y/HD cortrsNMATTs}� DR 11 W/T3l: TINE ALTU*ATE HD LALs( S@ MAYBE USED IN UEU OF PICAL�) HV BLADE SHUTTE(3 ELEVATIHv was(29 al N,��` FOR ANY SPIN AND INSTALLATIONS AT ANY ELEVAT,Ok ALTERNATE HD LOCK ISN MAY er USED NTS AS AN INSIDE OR OUTS LOCK ATTACHMENT OF HD LOCK IA TO LS W/3/d x 3/6'F.H.SS.MS.,AND NNCW DES RELNFORaEwsir INSERT AS SHOWN ON SE=HS HDB-M AND'1'IDC_KJC,SITET 10.LACK MAY BE WSTALLED AT IDDSPAN OR 12'MAXIMUM BELOW DR ABDVE IaDSPAN.USE OF LOOONc RODS'@ IS COIfPLE7A.Y OPTIONAL A t1 c on High Velocity Urricane ne 67 2015 FASTIRN METAL SUPPLY.INC. L�CENSF BERTHA HVTH IILIEC O�n�. A.�,���� Accordion Shutter System KV.aAM¢1 W/Ce W/O KV.VANM MCE t �li> �l tr* American Shutter Systems DScA"ON DATE DPM er. ML TILLTT TESTING k ENGINEERING COMPANY STATE OF c> EJ s ttr,w. x :1.Jas,y qT r cN3vs nom.a+ Association, Inc. 1 OLD 11-192 4/13/15 OAC 4/13/15 yam,, f Ftwnc:{Jas)eYt.15w.r,.:Lxs;an-1m 4268 14estroods Drive 2 �rF,'•. R �� `� West Potm Beach, F 33407 3 —DRAWING G No 1 15 "'k,,s/ONALEWILTEA A J P.E. SAt3ItlRE/DATE FLaNUA Uc 0 44107 6 SHEET 5 OF 2D -- -f CONI;REIE M'LMIORS 1s4 SO4RYrN 1 1 mads M RE�DrE (SEE saHED Al eN sH¢r 13) CH 1 OR ® cas11No ` n+ 1 REctnRED EDCE OF a Iv R�F Q M0 ' GLASS--J. I LAa Sw=MD„1 Q\'9RT,i 101 w Zr ' 5w IF .E O a mak s , � E-oma u- ` 9 ' ANCHOR c3¢RNs ; MASS LOCATION f!t3/8 OW/a'REX WASHER HEAD I I I I 11 OR 13 1 uw. TRC Scam m 12.O.C. _¢pcE P c ^ P CONCRETE MNC110NS 8 1 aPt�Jr.A>uE `/.(7�-L_ (5`Sa1ED'JLE ON SHEEP 13) v ` �ED4t or EDGEGLASS--^ SLA9Wl� '' /1/2 f F�OAPPLICABLEAPPUG'LE IF wj" I Z_w UFAO 41 0• APPLICABLE POURED POURED FIAT FIAT HEAD COh..RM ANMORS -3 x a a m ♦ POURED _. REQIRED a CONCRETE (SEE SCHEDULE ON sru�s l a) C.arse,v rw 1 OR C eoNmtn FW HEAD CONCRETE M-t•JHORS a ecm=� REou�am a•-- —E a (SEE SCHEDULE°'1 SNEEr 14) 11 .TRENCH INSTALLATION VALID ONLY FOR UP TO+70.-75 PSF A.S.D. (F� HV FLOOR INSTALLATION t CD HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER HV CEILING INSTALLATION SCHEDULE 03, SHEET 11 CONCRETELE ON U - m n) 1 1 F72ST.MG ADMdTD 1MRDbFMM 0-- VaS LNG—� ENTSI7N:-•-� >nrnnnr ro cua GI.�SS-� - rAstn�al8 ravrOv�+/i noir/ ! 1/4' ! CLASS GLASS ';ca iwrnua w 9eu t,) ______O syr�to1 n 1 3/t'—rulf M o V YA74 v a,FOR UP m 4.•-o•s A'NO r as Poo s urns+DM 1/4• T �;�'l C_e w to e_w m K r -r•� I vsvuertuNCX rrt"'O'M L . D I j m1•J(�Hmc tt oN sm 3 'oR 14. a' ;, TEX Si. HFx Im 19i 3/sWX I WOA_a t HEAD `Icon.snwxr--�;- F' �.. s r' Tx SCREWS , 1 3 H• I O 12.O.C. -} 8 iI: i i1 •r.y';4.3/4' x4.H /; az / No Enr.• \ OIX SCREI,S O 9.O.C_ - 14>S 4 S.D.S. I' 4.R 1/4.'o-zc ss.M.S. CONCRETE ANCHORS 6 7Q 3/e /' ____ I V+' M/ 9.OC. I (SEE SCHnULE ON .Z 1 O 9.O.C. 1 _ Wr. I• 1 O l2'O.C. 1 SslEET 14) I }• •• -..-•_t• D=rw'Nt?M 2.00-NW... (EDGE or �\ ' E0. sit TRU(0E :FLAB� FH.S.0-5, WN. . r 1 2/�/t APPUC . j T OTE 73.D) !. CONCRETE MLLE O N _..N E tiOTE 13(lr) .-.'.....'•..:~ RfOIRfD .-^yEJ7 _ POURED COtJCREiE ( Sdi-E71L11E ON ON SHEET 1 0 G _.//__. CO3'M37EfE BLOC( SHEET id) 1'C/t+'RsD CONCRREIE ETE-' ON SfLFEr'7 .• .•-•' 'C ___/____. _ `" OR IX.`�`aZED'`'D �° L 0 KEYSTONE MOUNTING INSTALLATION HV WALL FLOOR INSTALLATION `l HV WALL WALK-OVER INSTALLATION "SD•0fS1"PRMMUr:f011-72 P' N stEe 1 All}I sHuntR SPAM c-o- GUARD INS nkir BE NM FOR CO-W NAT'OV OF s Cn:a�,y: t RMwA�SL�w,EN MIMED I-[D.-EDGE DtSTMNCE ADIADEHT 1b AN OPEPAIAE Exlr 1 SEE UYRAONRS OF USE FOR I-�S«�T 4 FOR TM� SHUTTER `5��` "�' ' "'p'EE'"' OR ENTRANCE °"SHEET INSTALLATION DETAILS Wj n HV BLADE r2-MOUL�SECW14S CAN BE COUENa -- ---- - IN ANY WAY TD SUNT IM INSTALLATION. FLOMDA BUILDING CODE(Non High Velocity Hurricane Zone fl(�/"ryG ®2015 E167-M UETAL SUPPLY,INC. 1 . ...... r�;, BERTHA HV1,a a P GEN F•:'9 ,; , "ter S A Accordion Shutter System „�-,G C® �M� ■ ■ ■ ■ Kv aaDE g1 w/4.R w/o KV.�N)av arm American Shutter Systems orscw,,; OAT[ ,4.r sr; y� TILSJT TESTING& ENGINEERING COMPANY o TATE OF .:�z aesNA• a sr. vsd.A narrA�, Association, Inc. t OLD 1t-182 4/13115 GA1E, 4/13/t5 4268 Wes roads Drvc z pj ALDRAWING No `\ A7J7 P� West Palm Beach, FL 33407 i 15-085 P.E. ;'&7S1iX%RE/DATE LE./H,E7 s"��ov xo SEE END WALL a yEETs 10 18 ---� oUT ( IN FXSi1N6 CLASS INSTALLATIONS W�/�1�HV * SEE NOTES 1 NG RQ75 S lrx 51 4® AND ILTETiYATATE 1N�; ON 91EET�. A ALL BLADE W 1 HV CENTERMATES 165 ml M�o i ©m®�®•Oa® Lo'�a OR SEE END WALLCONNEO LO•®°A©'�© �a onsnnc suss DETAILS ON SHEETS _ r 2i211/6'!J'-2' I ®.®d'Q•®wt®•�5 3 1/4' 7• 6 1/2' 7' (' '7e�1Ao Kul OPPOSING ANGLE w/(2)1/4.0 TAPCON 1/2• � ®•® $YMMETRYCAL A' 10 CONCRETE (4)ryn1/x'�s9u/s8nTo°"Trn)a IJENTERMATES CRMAFESrCL(1o /+ sNs.o,z W/ NV LOCK Wz ufNE.sCLASS e9HA[wonutoEAT D.C.ac.rvu�aT. n i1 ON siElEt 11) 5 FIN z: 1/2' a 5 � 1 3 ©a®�©•��® 'p ®« �� d HVB� _N OUT ®" HVC 10•QQ©•�®•©;cam HVA ®�©•O�® .(o,��. (�E1nsn1,�G -FN E`ww srwa ��®mom•®�®•©a: SYMMETRICA ---------- 6 T a 6 , a ,- I-- c�ss _ J cuss z �!/ V� /' IN ©.@_&®�® ®� ua+. CI 5 Ij' 8 1i0 9• a) 5 \ '`C,,ENTERMATES (SEE u1E WIN,5EP1RAUC I W©'® — * J HV OC .6 OI ER-CF0NAL ® �w O. @ ON SnEET 11) _ a OASI r N` „D F 17N ( ) — — - --- --- -- - ---- ---- �__ CONCRETE 1 1 ANt01�ts e 16"O.C. ` `z X It YAraEs V a OUT 6 1/2"NAX.SIAGC oUT] HVE HVE** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone "1111,Ifp11ip41jAA1 / ®2015 EASTERN LVA.SUPPLY•INC. BERTHA HVTm : ? CEN Accordion Shutter System 7 ���. E C® �Lw�. ■$■ ■A■ KV.tla7E#1 W/CR W/o N.Y.WN)W RADE T1LiJT TESTING& ENGINEERING COMPANY Shutter Systems - l wwno, DATE of STATE OF a ° x.11.wu s_s s.�.r, ,No r s.nca mA MTUAssociation. Inc. , OLD 11-192 4/13/15 NAL- 4/13/15 . +o t pr—:(XS)871-1530.Fm:(XS)871-1531 4266 Westroods Drive z DRAWING No .- 1.OR..a+a. West Palm Beach, Fl 334pT 3 1 �F•• L •'���`',' ®-0006719 15-085 '/'�sS/ {�IVA �•``� �a�f 44167 5 1 P.E. JCAJl1 1 Tt�E GATE c SH OF 20 POUTED CONCRETE POURED CONCRETE RED CONCRETE POURED CONCRETE OROR CONCRETE OR CONCRETE OR CONCRETE R GUIRE0 BLOCK WEU. CLOCK WALL REQUPSD 13LOCK WALL REOUM BLOCK WALL REQUIRED =EMSTLNG GLASS EXISTING GLASS DUSIWG CLASS CONCRETE ANC,I0 rY MIN TEG GLASS 01 O.C. f T — [ 2.66Y. -7 101 SEI'M N r— .1 •—r--) —r— TO GLASS(SEE f WLS MARRN SC E"a1LE ON SETS tiY.SEP. ;; Mx S PARVIw EO EQ TO LUSS(SEE 11 TOR NAGE MAFO 10 .Ass EE i iD OAS(SFE •.REALE aN 9#ET 1/16-x3'MAY. ON SEETT 19 FOR TROR BVH SIM � soEnLLE ON sgT ET 11 FOR Tf/DE Divo (6D63-76)CONT. BABES O k® ON 11 FUR M 19 FOR(DANI 11 FOR[LADE MAID ON 41EEr 10 FOR ALUM.CLOSER /2"E AT EIGLER M\ aN 5147:7 19 FUR (LOCAIESAT 1 eA7E5 M PLATE(LOUIE 1/2 p—j aANrs O Nk QA lJ 112-WN. �) NOR I f 4 USE 1'OR 2'MA%. I j },Dx1/2•SATS. GLS APPUCADLE).r.1/6•.0•-2' -�'� e ALUU1NU-Y CUP MOLE ®IV B.C.._ —_—_ @ 16'O.C. 46053-T6 A1LJV 0AT MIDHEKiIj(2)1/4-'iAPCONS uCHORS TOSEE DETAiI%FO$l WNL AT 1'O.C.(LOCATE AT SIDE CONNECDONeT}it3t SIDEOF(1)) 1 OR1 OR ®' SEL CEWL%rOR TO TRICKSWE COF.^NECT*N SEE pETnL xR 4 7-tl�, • • TO TRACKS0. + ®"�•0-5 SIDE CTo ECnoN -4�-©•07-e , END 0 3 END CONNECTION DMIL 4 END CONNECTION DETAIL11 ) END CONNECTION DETAIL 02 RCUNREA ON_Y FOR SPARS ORFJ,7TR S1NIt1 12'-0- POURED E BLOC(E OR —�EXSnNG CUSS REQU CRETE BLOCK WALL GL STttrC 4 4 — REWttED —.� y SF.rA241W $1 112.5 u` _ To CLASS(Sac O,5' C. MN. ARABONN D/( rFl----_- II FSOOLa ILE ADE(DND CO. - if2'WN. 7o 0-k'sEDjUEO --- ---'- -- ST}4DAE M:T�LT OW 4frEr 19 FOR ANCHOR OI,ON Seer FOR BATE MA1m CANCINLIE ELAOES M&t� 12.O.C. 19 FOR ______ _ ANCHOR ( �a i S OLAOM a)&0 •- - OR@ /O 9 C. 1/2,tv. 4 EO $ OR�OR 2'YIN, 2•MRN. 4 SEE UM1rAT?ONS OF USE FOR VIEW / 5 B1ACE�ON SHEET 19 1�OR@OR jg0R@DR 1 W I__ (1)OR (WPLAN DETAIL X LPGURED CONCRETE OR ®-©O-6 , ®- - ©•0-©^®•®- TIYON CONCRETE BLOCK WALL � �•®-�•Q�p1©'®- In HV BLADE OR (IA HV WINDOW BLADE INTO ®- �•�-©.�•®- CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIEND CONNECTION DETAIL© ®- FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone' A.TI( ., ®2015 FASIERN METAL SUPPLY•INC. .......... ,��� �■ BERTHA HVTM ' = 1�® mc. A,S■S■A. , Accordion Shutter System I Y RAGE#'1 W/CR W/O KV.WINDON B(ACE American Shutter SystemsXEV.W ttumv»N DATE DRAxN Sr NE • TILUT TESTING & ENGINEERING COMPANY Assaciatfon, Inc. , „-t e2 +!13/15 TTAm_ af13/t5 I 9;• STATE OF t� a;s"ss sa r.3as,yr mrA cuaaac FIII>a. 31 fione:(sos>a71-,s».Po.:(M)STI-(531 4268 Westroods Drive 2 ORA747NG No c maA:we�ww o- West Palm Beach, FL 33407 5 Ess•.........., ®-00067,9 15-085 �LIONAL p'0 waTTR A mLR m Pt + P.E. IiOAIURE/DATE Fln4c`Lk'1+"6' s SH 10 �6t'C} OF 20 SCHEDULE 41 SCHEDULE �2 SCHEDULE 63 MAXIMUM SHUTTER SPAN -L+-OR -L-' MAXIMUM SHUTTER SPAN* %4' VIAXIMUM SHUTTER SPAN*'L+' [!SEAL ATIDN LEGEND _NOTES* (1t). FOR INSTALLATIONS W/ OR 'L-- (ft.) FOR DR "L-' (it.) INSTALLATIONS CENTERMAT'S,0 &g or or INSTALLATI�Wl CONCRETE& W000 (t)L+:UMIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V.LOCK ®or(D or or & W/ONE HV LOCKS MANSORY POSITIVE ASU.DESIGN PRESSURE RATING,HD LOCK ®W/NO LOCKING RODS or ONE HV LOL-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ONE HV W/ N� OR W/NO LOCM.iNG WALL A, B, C, D, E. M, N,, P, 0, AS,D.05I;N PRESSURE RATING. ® ® ODS MOUNTING F, K& L R. 5, &V. LOCK®W/TWO LOCKING RODS®TOP & (SEE NOTES t,tt) (VALID FOR MOUNDNO G 130TTOM SEE NOTES 1t SHEET 7) FLOOR/CEILING (2) mouNURE l( DET110110E MOR FL RICSPAN FOR CONCRETE&WD00 MOUNTING G• H. I. I1,J i, U.W&X WALL MOUNTINGS(TOP/110110M)OR FLOOR/�IULY: CO.Y,.RETE&WOOD INSTALLATIONS V MAX" CONCRETE & M NSA,DISnI Aza ecpc AzQ ccw;;S INSTALLATION GIVEN A POSITIVE".D.DESIGN PRESSURE RATING. rRISSUx WALL MOUNTING FLOOR/COLING WALL F1pOR�CExyr yOyNrtH. DETERMINE{W011UM SPAN 1+'FROM SCHEDULE MOUNTING s{iF+C a A''"6 OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. (IAoe�) {.�J 1 FtiooR7�iLr�NotiHDf+G (:o1p14A 1 FLOC %W MMC DETERMINE MAXIUUM SPAN'L-'FROM SCHEDULE. L-{4t L, W L-t4I 1,(s) 1L-{p O MAXLMUM SI IUTTER SPAN-W OR 1--FOR 30 OR 30 16•-0' t6'-0' INSTALLATIONS IMO WOOD SNAIL BE LIMBED TO MOIL M=MUM AL.LOWAIXE SPAN IS EQUAL TD THE 35_ 14'-t0• 14'-10' IS'-2' I6'-D' �-35- ti'-1D• 1<'-10" 35 15'-2" 16'-10' t05 Pit.hS.O.DESIGN PRESSURE RATING. IM p[jpiAUNLD SPAN BETWEEN '1.4'Nd)1- _ 40 1J'-10' 137-10' 14•-2' 7S'-2' 40 13'-10" 13'-10' 40 14'-2' 15'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 15-1' 13'-1' 13'-4' 14'-3' 45 13'-1' 13'-f' 45 13•-4' 14'-3' t IN CORNER CENTMMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 121-5' 121-5' 12'-8' 13'-7' S0 12'-5' 12•-S 50 12'-3'__13'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONSW/FLOCK/CFEUNG MOUNTINGS: T 55 - - -1' 12'-11' 55 71'-10' 11'-1D' 55- -11'-1' 11'-11' 91ALL BE AS INDICATED ON MANDATORY CONDITION F2 FOR A GNQN POSITIVE AS.D.DESIGN PRESSURE 5,SHEET 5. 11'-<' 1t'-11'-7' 1 60 11'-4' 11'-4' w10'-2` 10'-11" NOTE+ DETER 65 to'-10' W-10" I1'-1- li'-11' 65 10'-10' 10'-10' 65 s'_5• 70'-1' L,+-UAX. 70 TO'-6- t0'-6' iG'-9' IT•-5' 70 t0•-6' t0'-6' _ 70 8'-9' 9-i U+-LW(.SPAN FNH{FALL MOUNTING INSTALLATIONS. _ L2+-MAX.SPAN F'0.R ROOP./fK7U.YG MOUtfii`:G 75 10'-1' 10'-1' 10'-4'_ 11'-i' 75 10'-1' 10'-1' 75 - 8'-9' tt Dnwr THAT IAkMMUV SINTER SPAN 1+"OR INSTALLATIONS. 80 W-i D' W-10' 10'-0' 1D'-S' 80 9'-10' I s'-10" 'L-'AND WXMIA1 A.S.D.OE31NG PRESSURE PANE:FCi? 85 9'-6' 9'-G' 9'-9' 70'-5' 85 9'-6" 9•-6' D4StkIATICNS ORET INTO CONCRETE OR OCNCRETE BLOCK FOR A(.EVEN NEGATIVE A.S.D.DESIGN PRESSURE S4N1. LIMITED AS FDL.L171Y5. DATING: 90 9'-3' s'-3' 9'-S" -IO'-1' 90 9'-J' 9'-3' DETER1MM. 95 9'-0' 8'-9' 9'-2" s'-10' 95 9'-0" 8'-9• 1- CONNECTIONS TO KEYSTONE u0UNn1:G U--MAK.SPAN FOR WAIL MWITRNC INSTALLATIONS. LIMITED TO +64,-72 p.s.l,AND 6'-0'SPAN, SEE L2 -MAX,SPAN FOR FLOOR/CEILING MOUNIMG 100 8'-9" e'-4" 9'-0' 9'-7' 100 B'-9" 6'-t' MOUNTING QON SHEET 7• INSTALLATIONS. 105 e•-7' T-tt' 8'-S' 9•-4' 10.5 8'-7'-__T-1-l- Ito 110 87_4-_ 7_-Y _.-B'-T 7-2' 110 W-4• T-7' FlNAL MNOMUM ALLOWABLE SPAN IS EQUAL TO THE 915 8'-2' T-3' 8'-$ 8'-Ii' i15 s•2=` r-3' SEPA.RATiON TO GLASS SCHEDULE MINIMUM BETWEEN 11+',R2+',1f=Nil)sz-' _._ 120 8'-D' 6'-it' 8'-2' 8'-S' 120 8'-0' C-11' f _ .. AL OO TO ANCHOR D NEGATEµTTI{ DE RGAXIU.UM 125 7-70' G-8' 0'-O' 8'-5' 125 7'-70' 6'-8' 7310wADit SPAN AND NEGATIVE A.S.C..DESIGN 130 T-8' 6•-S- 7•-toy 8'-1- 130 T-6' G'-� WIND ZONE MINIMUM SFC=RATING TO DETERMINE MAXIMUM ANCHOR 135 7-7' 6'-2' T-9' 7'-9' 135 T-7' 6•-2• SEPARATION -�140 T-5' _ 5'-1- 7'-7' 7'-6' 140 7'-5' ASTM E"- 996 145 7'-3 S'-9' 7'-5' 7-3' 145 --7=3'— 5'-9" TO GLASS 150 7•-2' 5'-7• 7'-4' 7'-0' 150 7'-2' 5'-7' 155 T-0' S'-5' 7'-2' W-9' 155 7'-0' S'-5' Z THRU 3 1" 760 6'-1T 5'-2' 7'-1* 6'-T 16 6 0 '-11' S=� 165 6'-t 0' 5'-1' 7'-0' 6•-4, 165 61-10' 5'-1' 170 6'-9' -4•-11" 6'-tt' 6'-2' 170 6'-9' 175 6'-7' 4'-9• 7-9' 6'-0• 175 6'-7' ISO 6'-6' 4=8" 6'-S" 5'-10' 180 6'-6- 4•-6• H V B LA D E 185 6•-5' 4'-6" 6'-7' 5•-8" 185 V-5' 4'-G' 140 6'-4' 4'-5'_ _6'-6' 5'-6' 190 6'-4•- 4•-5• 195 ..._.6_}...,..._4'-3' 6=5' 5•-5" 195 6•-3' 4'-3' 200 6'-2' 4'-2" 6'-4' S'-3' 200 C-2' 205 6'-t' 4-Y 6'-3' -t' 205 6'-r r-,' FLORIDA BIMING CM(Non High Velocity Hurricane Zone 9 2015 EASTERN MEAL SUPPLY,INC. {q{11{IIIIIIII/III ,�,,A•�R a:Trct/T'%, BERTHA HV, TC O roc. A■S■S■�■ Accordion Shutter System KV &ADE#1 W/OR W/0 H.V.WNDUN aADE • t ^^' TIW7 TESTING & ENGINEERING COMPANY �BFiCATI ShuNar Syslem5 p,�t„N Gt< ORA*M ST 6baY.JLG, .k •*" y3y5 n.r.3sm.u•Sy.5�.,crvan C zn&.noanA x1t AssoC(Gtion, Inc. I OLD 11-192 4/13/15 DAM' 4/13/15 PMm:(333)671-1530.Fc,:t3os)s7T-Isz1 4268 Westrcads Drive 2 •' •�� --D:utamTeool.c , - West Palm Becch, FL 33407 3 DRAWING No O FLE9-00.6719 4 15-085 �`•., \; WALTER A.TiwT J1.P.0 s DATE FLOFLOA U.S u167 3 SHEL-T EJ6 11 OF 20 1t •SPAQNG RITA SCREDULF FOR A GM24 MAX, SIJLM SpW SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES SIL D.-DE576N WAX M39M RSTMr WO A ONMEWNG YOl!M TTPE FOR MffM OR COHME BLm_t ISfA UMTS (SEL TIMM 6 C.C.AT K ON 510215 6 6 7) I.ASItORS 70 SU95MTE SHALL BE AS FOLLOWS: roUBD CON011113000110=BOOK POMD COMOR7C (A) To DUSTING POURED CONCRETE(lux.r9-3 COR) QE WALL SILL MOUNTING ©CEILING MOUNTING (FLOOR MOUNTING -1/4'0 TAPCON OR TAPCON"ADVANCED THREADFORY TECHtrolar ANCHDM AS WNUFACTUREB BY LT.W.BUaDEx.(Lv,fc -3• � SPANSP�crvun -1/4.0 z 3/4'ALL POINTS SOLID-SEI'ANCHORS.AS DISTRIBUTED BY ALL POINTS sm".MAT k SPECStL7Y COYPANi.(MxI.fe m 3 kd3 (to OM1¢9aE Man TIM_ THE FFEZ Rung calm NTAM FI-12M EARe _1/a•0 BLUE TAP CONCRETE ANCHORS W/CAP AS UANUFACIUIM BY FLORIDA FASTENERS BRLLT,BO_(YL,r...2 kl.1 30 40 BLD 75 90 12DI160les 30 40 75 9D 120 1�z9s 30 4D m 75 BD 120 160 las TAPCON WITH ADVANCED -t/a'9 TAPPER+ANCHOR AS UANUFACTURED BY POWERS CASTORMS.INC..AND DISTRIBUTED Err ALL PR'NIS SCMW.Bou A SPEMALTY 14 1 o v 0 s 1 s 14 12 10 s e 6 6 14 12 10 9 a 8 s 6 7/1RFAOFOT01 TEC11ROlOGY COMPANY OR ANY OTHER APPRgvE'O UtIENSED OR AUTHOR=VENDOR REat EREO MRM THE AUERIM SNUTTER SYS.DIS A;SOCATION.INC. 3'-0' /. 1i fo 9 e a 6 a 14 12 10 9 a 6 a 6 14 12 70 9 a 8 6 0DR LESS Atl.FdtNisD_ (ir-rE-3 Lu u SET 12 10 9 e e e a 14 12 10 9 a e 6 6 14 U 10 9 a a e 5 ��TAP w/CAP NOTES: T4-72 TO B 0 0 6 7 11 12 10 B D e 6 0 14 12 10 B 8 b 6 6 A. LCHIUUU DIDEDMENT INTO POURED CONCRETE OF TAPCON OR TAPOON WITH AOMNCED THREADFWbI TECK40LOGY ANCHORS AND TAPPER4 14 /2 t0 9 e ] 63 15 a 12 f0 9 0 e 6 e 14 L 10 0 0 8 6 5 Tom+ ANCHORS IS 1 3/4•,AND FOR BLUE TAP H/CAP ANCHORS IS 1 1/Y. /2 TO 9 6 5 6 0 14 12 10 9 0 8 6 0 114 12 10 B 9 8 L 33 14 12 10 9 a 0 6 4 14 12 10 9 a a 6 4A 14 12 10 0 B 0 4 3A A2)LFNWJU DIBEDVEHT OF 1/4'0 It 3/4'ALL POINTS SD'JD-SET ANCHORS SOUL BE 7/8'INTO ME POURED CONCRETE.NO DAMMENT IBL 12 L9 9 8 0 6 4.5 14 12 10 9 0 D 6 55 14 12 10 B 6 8 0 43 .SE.139*AD0115 OF ttQ'Fog IMO STUCCO SHALL(C PFIAfnED.1/4'9-20 5.5.WAafINE SCREW 175FD SfLAU.BE 1 1/2'LONG LaNIrInL LENTULO STUCCO E7D5T,AND fa U 10 B 73 33 M - it U f0 D 1 a 8 6 S 14 f2 19 9 B T 35€4 9A0C Oy y,aN 19 1'UIN6NUY FOR WAILS MT(H NO STUCCO. 12 10 0 0 'E. 8 6 14.3 10 9 1 0 8 6 '+3 14 12 10 9 8 8 5 43 14 12 10 9 0 7 4 - 14 12 10 9 0 01 5 35 14 12 10 6 65 3 151 3 A3)ON CASE THAT PSffCAST STONE,.PRECAST CONCRETE PANELS.PAVERS OR ANY VEXCER BE TWO ON THE 1�OSTIttU CRI 0R fLOgR. 14 12 10 B 6 7.5 45 - 14 12 10 9 E 8 9 iS 14 IZ 10 0 8 6 15 n ANCHORS SHALL BE LONG Ea7LCH TO REACH THE WIN STRUCTURE BEHIND SAID flNl nNHiE3.,WCHORMIE SHALL BE AS INDICATED ON 14 12 95 7.3153 4.5 - - 14 12 10 9 0 7.5 13 4 14 12 10 9 0 0 4S 35 NOTES A1)8 A2)AJOVE.FOR IHSUI1AOOtS ON'YWL SWING OR DFS WITH OR WMDUT METAL STUOS CONSULT THIS ENGINEER.FOR 14 12 10 9 0 8 a - 14 12 10 9 6 D 6 3 14 12 10 9 6 6A 3 35 pSTAIuIICN WTO DFS WITH LETAL STUDS SEE SHAT 20. 6'-0 T4' 12 �0 -97' S 5S J -iT 12 T0�.�.�7.65�4 J 14 f2 6 05 35 4 3 i4 12 10 9 e 6 - - 14 12 TO 9 8 as s n 4 12 10 ac e 5 4 - (0) TO DUMING CONCRETE BLOCK:(AM C-90) 14 12 6 65 51 3 - 14 12 la v e BLS 45 J3 14 12 10 0 7 15 35 3 -f/4Y TAPCON OR TMCON MTN ADVANCED TIWFADTDR W TECNBNOI.00r ANCHORS,AS LWIUFACTURED BY LT.W.BRLOM 14 U 10 9 0 8 - - 14 12 10 9 a 7 5 1 14 I2 10 0 75 55 4 3 -1/4'0 x.3/4'ALL PONTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECALTY CW ANY. _0. 14 U f0 D 63 4 - - 14 12 9 75 6 t3 35=l4 0.3 7 35 45 35 - -1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS WHUFACTURIFD BY ROREoA FASTENERS DIRER,DSC. 14 12 10 a5 7 4 - - 14 12!10 S 7S 51 4 - 14 12 B T TAB 45 - - -1/4'0 TAPPER.ANCHORS AS MANUiACR1RED BY P'OW'ERS FASTENERS,MHO..AND DC;TI70UIED BY ALL POWIS SC EN,BOLT g SPECIALTY fi 11 7 3S 45 - - 14 I2 9 7.515.5 4 - 14 f2 9 7 . 43 3 _ CDIIPANY OR ANY OTHER APPROVED LICENSED 8R AUTHORIZES VEMOOR RECTSTERED VAIN III-AUERICAN SHUTTER SYSTEMS ASSOCIATION,040. 14 t2 10 B fl 61 - - 14 12 9 !0 6 4 - 14 12 itO 8 6S 5 35 E:;: - NOT 14 12 e5 7 33 3 - 14 12 0 45 55 a 3 - 25 9S 6 S 4 3 - - B.0 SCHISM EUDEOUENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCOORS AND TAPPER+ANCHORS IS 7 1/4'AND TAPCON 11 I. 91 73 0 - - - 14 12 0S 8 61 3 - - 14 12 a 6 &5 4 - - WITH ADVANCED TINFADFD RII TECHNOLOGY ANCHDRS IS 1'. 13 9A 6A 5 33 - - 14 12 10 0 63 b 1-i- 14 12 5 6S 5 4 B.-0. 14,12 10 9 5 - - - 1. 12 10 D 75 41 - - 11 12 115 7 53 4 - - 02)UWTAU)A MOMENT MENT OF 1/4'0 x 3/4'ALL POINTS W.JD-SET ANCHOR;SHY,.BE ENTIRELY MUDDED DRO THE CONCRETE BLML N7 T4 113 7.5 6 1 - - - is ll 7 u 5 33� 11 a 35 as u - - - EMBEDMENT INTO STUCCO SHALL BE POW,TED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONA^,L6NWUY SFIWLD STUCCO _AAAA._.. ..� A__.m..__ _ •� 14 12 B OS V - - - 14 12 KS 7 5.5 a - - fi OS 7 53 6 45 MST.AND t'LONxNU FOR WAILS WITH NO STUCCO. I1S 0.5 55 1 -I- - 74 12 9 7 6 a.5 - - 14 11 7 33 43 33 14 12 10 9 7.5 - -_ - 14 12 10 0 61 3 - _14 11 6 a 1 3 a - - EP)N CASE NAT PRECAST STONE.PRECAST CCNCRLM PANELS,PAYERS OR ANY VEWER SE FOUND ON THE DOSFU:O WALL OR FLOOR, 14 ICA7 5 3A - - - 13 9A 05 S 4 3 - - 10 7s 5 4 1 3 - - - ANCHORS SHALL BE LOMAT.ENOUGH TO REACH THE 14A[N STRUCTURE OEHPND SAID WALL FTNT$}iGi.ANCEDfiAGE SHNL.<iE AS INCCATEp ON 74 11 TS SS - f4 1138 9 6 3 4 25 BS 6 5 1 4 - - NOTES 0.1)882)A66VE FOR INSFALLATONS ON VIM SOWO OR 13FS WITH OR WRHOLr METAL S"S CWSULT TH5 ENCMETiR. OS 0 5 - 14 12 8 8.5 53 4 - 11 t0 61 5 a 3 FOR NSIALIATBH 4NT0 EIFS WIN]UETAL STUDS SEE SHEET 20. 11'-O'E. 12 10 - - - - - 14 12 9 7 6 41 - - N 103 7 5A 45 33 - 25 9S 5 - 12 9 S IS 4 3 9 T 45 35 3 (C) AuctionSTALL 8E t45TAIDOLL lFOLLOWING 411 OF TC RECOUNENOADCNS AND SPECIFlGATOHS OF 71E AIA]OR5 WNU.=A^NRFJt, 14 10 7 - - - - - 14 10.51 7 55 4.5 - - - 11.5 a5 SA 1:13.73 - 91 14 ll3 TS e 1 S - it 9 6 a5 a _ _ (D) SLE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RElATI38S9P rOR ANCHORS. 12'-0'i7 12 To - - - - =14 11 1 a 61 51 - - - IJ m a3 s a = - - EDGE DISTANCE VERSUS SPACINIT SCHEDULE FOR ANCHORS: I3 a3 4.5 - - _ _ _ 11 b 5A a 35 - - a 6 4 3 - - - - YA2NUY AYL710R SPA0NCS ARE VALE rpR LOGE UWANCE$INDICATED 9ELDW.FOR E 0.LBS THAN INE r0rATED,RLD CE ANOIOR SW,140 15 is- 13-95 65 5 4 OS- - 6 5 4 - - - UY NULTIPLYM S AMG SHOWN ONSCHEDULE By THE FOUpN7HC FACTORS, 9 65 14 10.5 ) 55 1.5 - - 11 6.5 53 41 35 - REDUCED SPACM 091MEU 1t51NG rK-7aR I91A11 NOT BE LOS NOUN ITNVUN SPACWI 040CAIED FOR FMN ANCHOR T)Pr t+ 12 - - - - - - 14 115 rA a 5 - - - a 9 e 45 a - - - FACTOR OS e - - - - - 79 TS 5 4 3 - - - 7,5 5.5 4 3 - - - AGTT).41. ,Try 0.5 _ _ _ _ _ - 12 9 8 4S 4 - - AA 7 5 4 _ _ _ _ EDGE TAPCON TAPCON WITEN � ALL POINT SOLID SET BLUE TAP W/LAP YAPPER 4• 0 6 __ - IJ 93 0.5 7.5 5 4 HACTANCE 14N.SPACM 14'-0' 14 12 - - - - - - 14-105 7 SS - - - 1i 85 51 41 = - _ - ED. YW.SPACING-3' UN.$PApNG-3' N.SPACM-1 1/27 YAH SPXitf�m 3' 3 3/4' 4' 1D s - - - - - s 7 45 is - - - - 7 s u J - - - 1 v BLAO CONCifTE c r1w.e11naETE mILEEE Cmc POURED CONCRETE a POURED 00MCRUE a R9U6D 0]aENE m�Bax is e - - - - - - n a u u - - - - 9 65 45 - - - - - QV W C UM TM,� TEL M.3 1/t WL M.z 1/Y y A' J� m En,ra.3 1/t K Ea.z 1/1 14 - - - - - - - 3 9 s - - - _ _ °0.55 e s - - - - - BLADE WORKING 3' 1.0 030 1.0 �.-_.._P__7....__..... 1.0 OA4 T.o s - - - - _ _ _ as abs 6; - - - - - 63 a J - - _ IN UNISON♦ 2 1/2' Iasi 1.0 - 0.67 1.0 D - - - a5 a s - -I- - es 0 4 - z' 0.71 - --' 0.51 7 - - - - - - - IS 9 6A 4S -O - - _- 18'-O' 14 - _ _ - _ _ - 23 91 6 - - - - - 10 75 5 - - - - - 1 3/4' - •-... 91 - _ 0.43 0 8 6 4 - 6 45 3 T T/2' ami 0.35 9s - - - - - - - 9s 7 s - - - - - e 6 4 - -i- - - RONA BUILDIR CODE{Mon High Velocity Hurricane Zone `�•A" N TiQ f J 0 2015 EASTERN METAL SUPPLY. INC. GENS 9 '= BERTHA HY7M F17 A S S Accordion Shutter System Mc�otmc. 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