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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 I'loritia Npenmeentd BCIS Home { Lag In I User Registration j I lot Topics ; Submit Surcha ge ; Stats&Facts Puhliraurns FDC Staff ; BC[5 Site Ftap Links : Search Busines '� Profession l a PERda�icUser ai Regulation B:i:H4f:WtiYitA ELjj�at Am+rnvtl ns,-„-t yg>pronua -;—rh>Anniicatimr 1st>Application Detail Mg4 FL# FL11968-R3 00-- ``�"�'' Application Type Revision Code Version �j Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply AddresS/Phone/Emall 4266 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 I rodAp uez@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Tedmical Representative _ Address/Phone/Email Quality Assurance Representative Address/Phone/Email _ fi Category Shutters Subcategory Starm Panels '” t'. Compliance Method Evaluation Report from a Florida Registered Architect or a nsed FI a Professional Engineer Ji Evaluation Report-HardCopy Received Florida Engineer or Architect Name who developed Ute Walter A.Tillit,Sr. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Frank L.Bernardo,P.E. W, Validation Checklist-HardCopy Received Certificate of Independence '—1012m rdf Referenced Standard and Year(or Standard) S.taAdud Year ASTM E330- 2002 SSTD 12-99 1999 Equivalence or Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option_D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgsxYIeb4opODf... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/23/2015 Date Validated- 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products -- --'� -`—�- -FL# IModel,Number or Name Description 11968.1 0.040'Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to provide Deep)-Non-HVHZ-Drawing hurricane protection. Numhar 15.042 i i Limfts of Use Installation Instructions Approved for use in HVHZ:No f 11968 R3 It EASTERN METAL SIIP0I..Y IN[. DIZWf,.I--G42,ortf Approved for use outside HVHZ:Yes Verified By:American Test lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports i Other:large Missile.Max.span is 12'-0'for+25,-25 p.s.f.and 4'-0' R 11966 R-i AF r'9TFRN METAL SUPPI Y INC PFR opV&1 r I for+125,-130 p.s.f.for sections 1,3,4,6,7,8,SA,9 and 11.See 042_rd sheet 10 or installation drawing number 08.145 for other spans and Created by Independent Third Party:Yes pressures, 11968. 0.050"Bertha Aluminum Storm panel Corrugated aluminum storm panels retained or not by tracks to provide ' (2.25'Deep)-Non-HVHZ-Drawing hurricane protection. ! Number 15.044 I Limits of Use Installation Instructions Approved for use In HVHZ:No EL119K.,_it�it EASTp,'t�t�TAL.St/Pat,Y iNC. DRtyta 1.5_.II2d.:.t?SL Approved for use outside HVHZ:Yrs Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports f Other:Large Missile.Max,span Is 12'-11'for+30,-30 p.s.f.and 8'-2' FL11968 R3 AE EASTERN METAL. ',IFPLY P.E R. DRVJQ._15.- 44 for+75,-80 p.s.r,for mountings without"h"header.See sheet 5 of Created by Independent Third Party:Yes Installation drawing far other spans and pressures. 119683 24 Gage Galvanized Bertha Steel Storm corrugated galvanized steel storm panels retained or not by tracks to Panel(2.25"Deep)-Nan-HVHZ-Drawing provide hurricane protection. Number 15-043' Limits'of Use Installation Instructions Approved for use In HVHZ:No FL17968 R3 11 EAS-TERN 14ETAL SUPPLY INi DRV r 1 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 1 ' Design Pressure:N/A Evaluation Reports I Other:Large Missile.Max.span Is 9'-;8'for+30,-40 p.s.f,and 7'-2'for FLt 1968 R3 AE £ASTERN METAL SUPPLY INC P.F iZ DRWG IS. +70,-80 p.s.f.for panels mounted without'H'header.See sheet 4 of 043.00! Installation drawin number 08.142 for otherspans and pressures. I Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by tracks to Orawln Number 15-046 provide hurricane protection. Limits of Use;. Installation Instructions Approved for use In HVHZ:No X1.11963 R3 It EA5TFRN MFTAI.a,UPPLY INC_ DRWG.t5.046.mff Approved.for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. i Impact Resistant:Yes Created by Independent Third Party:Yes I Design Pressure:N/A, Evaluation.Reports i (Other:Large Missile.Max/span Is 10'-0'for+28,.28 p.s,r.A.S.D.and FL. 11968 R3 AE EASTERN MFTAL,STJjY INC. P.e.R. DR WG t5- 4'-0'for+105,-110 p,s.f.A.S.D desgin load,See sheet 3 of installation40 6.n0f drawings for other spans and pressures. 1 Created by Independent Third Party Yes__ } Contact Us::1940 north Monroe Street Tallahassee FL 37399 Phone:850.487-1824 The State of Florida 15 an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy 5lalement n Accessibility Statement.:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mag to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to section 455.275 (1),Florida Statutes,effective October 1.,2012,licensees licensed under chapter 4ss,F.S.must provide the Department with an email address if they have one.The emails provided may be used for oltitlal communication with the licensee.However emall 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 publig.To determine if you are a licensee under Chapter 455,F.S.,please click DIM. Product Approval Accepts: W`.s � Kil � seatrilvatm'atcss http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf.. 1/16/2015 6ETJD7AL NOTES' 1.STOW PANEL SHOWN ON RNS PRL LCr EVALUARNN DOWUOfT(P.ED)HAS aMV VERJL'7)TOR COMPLIANCE W ACCORDANCE NOTES WAIN THE 2014(51h ENMON)OF 7HE FLOR04 6WLD9rf",OWE THS=jW PANEL SHHAIL AM BE DLSTALIFD AT MW VaOaafY B T)WC04 M EY8£D1IENT Of 7APCON,ELCJ PA aWTE AIM CF TAP-MP ANCHORS INTO CONcRETS BLOCK HMMC NE ZONES(&lZW-a;OE/BROWAW OO(1NR£S)• W.7r S7KU BE T 7/41; 1 3/D'fW L+JdC 9WN ANCHORS A'.D 1 7/6'FOR PER HEAD DWA90LT SLEEVE AW-W*S DEVaV IWO Laws SHALL BE Dc'7EPJf0IED AS PER SEC70V 7609 OF TIE ABOVE UEMJDNE'a NDE 82)7/8'CIU(-IN ANCHORS&ALL BE ENTIRELY EAISWED INTO NNE CONCRETE BLOCK Laff..NO O@EWENr INTO SnA= FTTR A W.0 SPEm.AS RCCUKW BY TIE JURLSDICWN ITER£THESE STUTTERS MILL BE INSTALLED AND SHAM(.BE PERM177E0. 11410-20 SCREWS USED SHUT BE 1 1/2'LONG WM1RlM SHOULD SWCClO D*7.Aho 1' FUR A Od7 MMALTIY FACTOR Kd-G.W USNC ASCE 7-IO FOR WSTALL47IONS UNDER 2074 IBC AND WgU NNAMUM FW WALLS WN NO STUCCO NOT EXCEED THE UUWUL((ASO.)VE=NN AWWRE RATINGS 1ADH.AIED ON SHEETS 5 MW 9. IN ORDER TO VERIFY TIE ROVE C10NSV?M UL7RAA1£DDESCN WM LOADS DETERLAKED PER ASC£7-ro aJ)ANNULI EMBEDWENT OF 11410 r 3/4'Alt POINTS SOUa-SET ANCHORS SUAL BE 7/e'IMO DE Cawft7E eLOCK.No SPRU BE FIRST RW(W 70 ASD.CE96N WIND LGAOS BY A"ITR YWO THEW BY 0.6 N ORDER 10 ENBEOMFNf N70 Sn=O&WL BE PFRVR7£D. i/4'0-20 SS i 4a0f SLR£W USED SU4LL W 1 112'&W 70 COMPARE 7HE;£W1 MAC(ASD)DESIGN PRESS&RE PATNGS MACA150 ON SHEETS 5 MW 9. MINFYUM&VAD Sn=VaSr,AND 1'MMWM FOR WALLS WITH NO STUCCO. WERE84)IN CASE 1mr PRECAST 5104'£OR PRECAST coNLRLTC PAELS BE FOUM1 ON TILT-£A7SRNG ML,ICHORS SHMALL or IN ORDER!TI'ER"lFO "ID,L '-6 AND ANCHORS C 9 77RS AM AS JESTED 4WH FACT OVER-7.65X'77 A EO FOR LONG LONG DOOLIGH TO ROICH DIE AAW SMWIM£BESNO SUCH PANUS AhiCHw*E SHALL BE AS LNA'O1MD ON NOTES IN 1N VICAR ALLOWABLE r FAST FOR"ID,LCVOS WAS Q'PZ USED 9I)787R ANALJSHS A DURIUON FACTOR CD-1.60 WAS IISE'D FOR VERP7CATRN!Ci'FASJE7L9S W HOOD. B.iJ AND 82)ABDYF. STLRM PREENS ADMUALY FOR GIPACT AND rAMUE RESSTAIltr HAS BEEN VER0£0 W AC(.VRAWC£MM SEcmH 7609.12 OF (C) �MRAL BE MTMJZD FLVLOWNC ALL OF ME RECOMMENDAwN5 AND SPEL7f1CARONS OF rNE ANCHOR%, THE ABOVE HMRON'ED CODE AS PER ATL REPORTS/0121.01-96R,/0.729.01-00,/0525.01--00 AND X12.01-OJ AND /0617.02-04.AS PER SSV 12-99 SWIDWO,SAND 10221.01-01 PER TAS 20f,202&201. 7.PANELS MAY ALSO BE INSTALLED HMZOMNAUY fOLLOW9NG RISTAL AWN DEWS SHORN ON SE'COJNS 1 Th-IJ (SHEET J&4 O- 2.ALL ALUMI7IM SHEET ML'TAL PA'F15 SNML!MANE 5052-HI?OR JODf-/174 ALLOY. 7. EXCEPT MNT HFiIDES'S-%4&5 5HAL Nor BE USED. S ALL ALUMINUM alAd IONS. BE AlMA*, I THIN'6063•-76 ALLOY&TEMPER'UNLESS OTNOMSE N'olEa &IT SM4U ATF ME.RESPON987UTY OF Th'E CORT94CM TD VETSFY THE SOUNDNLSS Or MED SJFJUG.IRE WHERE SNL177ER K'IO.B£ S7OR6I PANEL CYA(RWERe 4 SlLllK£D FLLTf Arla�* -MGI CAP ARE Pr1TOfT PET:LIYG, A GUZO"TO INSURE PRO'ER ANf]HA£10E J1".S Sh%gM?SHAH MY SE ATTACAM TO CONCREM BLOCK OR MOO fRAMC 4.ALL SCREWS TO 9E STAWLE55 STEEL J04 OR J16 TALC SERIES OR CORRO-90N RESLSTATf7 COATED.cARBON SIM AS PER AIN 50018 W/50 LWI raD STRENCMf AND 90 ksi TEA50.£SR&JG H&SHALE COMPLY W/aC964 BU UW.CCO£SECRUN 9.THE 4VS7ALIAWH CONTRACTOR 1S TO SGV,C=XN ALL SHMTER COHPOA'EfO EDOES M7#-N REMAIN W CONMNO W CONTACT AMI AHE' 2411:la4. BU2.ORW TO PRESENT Ming7/RAM DURU9W CWLY AND SFR.SHL17EN BLOCKS AVL AWLNO FULL IDIOM A-JOT C DOf0. (e TMS P.F.O:PREPARED BY TMS EICNNEE'R S GENERC A9 DOES NOT PRONTO£INFOR4AMON FOR A WE SPECIFIC PMECT i.e. 55003 70 BE ASTM ALYANIfFD STEEL OR AUS/JO(SERIES STNNLE3S STEEL. Aai NIVTMW.MO SfRFONCM. ) "NEW RIE SITE 0 NDITAWIS DCV47E FROV THIN'PACO. 6 ANOAVS 70 W.4U VML B£AS FOUOITS(LWUMS OTH RMJSE NOTED) (6)CONTRACTOR TO BE RESPON5a'X FOR THE SELECTION, PURC44.W AMID 1NSIALLADONi AVCL1 DAO 41fE SAFETY Or MHS PRODLCT, (A) TO EJdSlI/S POURED C&XREM- BASED&W D(b PED.PRCY10£D HE/SHE DOES Nor DEVIATE FROM INE CONDITIONS DETAILED ay RDS DOCUMENT. 1/4'W MPWN ANCHORS AS 94NE07 CORED BY LT.W.9W V0r. COI67REICIM SAFE-,f AT STT IS ME CONTRACTORS RCSPONSR UMW. 1/4'd C7'TAP-QZY-ANCHORS(B9rjHA STUD-CON),AS UUA1FA_-Ah7EO BY TRU-IAST COWOR41XK (q)MOS P.E.D.WU X CLLaCCR09 INVALID 1F ALTERED B7 ANY MEAN-, 1/4'0 ZAwC PAWN ANCHORS.AS.MANUFACMIREO BY FOAM FASTENERS,INC. 114'S r 7116'CALK-HN ANCHORS OR LLCO rule&f"WS PANELAfAIE'AS KOMRACTURED (d)Si7C SPMM PRQIECIS SHALL BE FREPAR£D BY A IOR-44 AU57EXED ENGINEER OR ARCHU.-Cr W4XH 10HL RELIVE THE BY POWER rASMYSS,INC.ANO DLCO CONSMUCnON PROOLCrS,RESPECMNEI.Y. ENGINEER CF RECORD(COR.)FOP.THE PRN£CT AND WHO MRL BE RESPONSIBLE FOR THE PROPER USE OF ME PEA 1/4'e r J/4'ALL POwn SOLID-SET ANCHORS AS 0157W51REO BY ALL POINTS SCREW.BOLT&SPECIALTY CO.VPANY. ENONEER CF RECORD,AC1NV AS A DEFC.A.7E0 ENONETA TO THE RED.EN'GIVEM SPALL SWWT To M2S LATTER Tu,SR£ SPECIFIC DRAWINGS FOR REVXW NOTES., -A 1)"WArJU EMBEDMENT WTD POUAEO CONCRETE-OF•TAPCOH ACHORS IS I J14-.rOR ZWAC"IN ANCHORS IS I J/B:- (°)�PED.9'AU BEAR MIH-MIE NID OR=NAL SEL'ANO-cmn R£Or NNE PRmsS'014LL EM2.VEER OF REL7?RD THAT FTM FICO PA'CALITE ANCHORS IS I J/f'AND FON Cr TAP-GRIP ANCHORS IS 1 1141. PREPARED IT. AV 7/B'CALX-M ANCHORS VML BE EN77RELY DAMVDM INTO TOC POURED WNOUM NO LLDEWE NT AM SM.-W 7f.;SHUTTER MANLNACWRtR'S LASE.RML&I LOCATED ON A RMLY VaRE LCCA MV AT STOW PANEL W ACCOTDA'CE MTM SECITON 17ldR3 OF ROATK BLILMO COM ONE LABS,SHAH.BE PLACED fOR£•`E YOPrN/SYT.. ,-IML or PE =EO. 114'1-20 SCREWS USED SHtu.ET£1 1/2'LONO 14NsIum Sw"STLMCO 0=,,AND I- (A60.AW TO CO86'LY MM 5£CML:S 1710.62.OF THE fLORZ4&&OINO Ca7E MINI lw FOR IMAUS MTN NO STUCCO Al)Mlh7MUY tYfH£OMFWI7 OF F14-0 r s/s-ALL FgW75 50110-SET ANCHORS SHaLL B£7/B'IWO 177E FOLLNFD CYSNCR£!E NO EMEEUVFM WID SXCM SFML BE PERAUTIM 114'0-20 SS A00 0![SCREW USED W14U BE 1 1/2'LONG ANNULI SHOLILD STUCCO EAST,AND 1'MIGA((IIf PM WALLS WMI NO SM:'LGO. A4)W CASE TMr PRECAST STONE PRECAST CONCREIF PANELS Oe PAVERS BE FOUND ON ME oasnNG WOW.OR FLOOR.ANCHORSSH41L BE LONG ENPLLSH!7a REACH THE AWN-7RUC7URE 8EN1ND SUCH PANNUS ANCHORAGE SHALL BE AS NYVCATW aN NOW A1)&AZ)ABOVE. THIS OR447NC SMU ONLY BEUSEDTO (B)DO D MAIC CONp ENE BLCCK WALL; OBTAIN PERMITS IN THE STATE OF FLORIDA 114'f TAPAON AN•C(CRS AS MANUTACRARM BY.MY BUROEC 114'0 Cr TAP-G7t?AYCfif0.4S(BERIM SHO-C'CW),AS/4NWACMRf0 BY TRW-FAST CO�AMON. /Q 1 '0 LUL4C NAI IN ANCHORS AS MARWACNRED BY POWER rASIENERS,AT 718'CALK-IN ANCHORS OR ELCO rub&femde PANOW M'AS MMNWAC71MO . ti��•,� .•• -•-.rJ'� BY POWER FASTEN9i.S,IAC.ANO IICO CONSMLCnON PRODUCTS RESPECTNELY. ��aP.'�,yCEtti$�c••,� �� 114'a.714'AU ANYM SOLID-SET AN H09S AS DISTRIBLMED BY ALL POWTS SCREW,BOLT&S7E=rr CoupAN7:?"ANCHORS 1/4o Rn FLORIDA BUILDING CODE(Non Nigh VBlocuy Hurricane ZORO) ' WAD OttIAB01T$EL' ANCHORS AS LIAMIFACMILeD SY LT.fY 9rJINDfX. Na.(++� 07 0"(5 mnw.eA: 0.050'BERTHA ALUMINUM STORM PANEL rxL "k (225'DEEP) �awN or EASTERN METAL SUPPLY, INC4h5 r 11 L E .TSN WET WAX 5lrlr h `''/• '``�\` NLUr res a L'NaWETRAIC CSMPAW CKs;PRJI XuA i&JJ(07 f T �� �� Im ee Ar, sr as+waw camoe n mra nage(00209-5X1!ox-(w 7-IIID 15-044 "flll hn,l{{SLLtiASSISAfj„M91CdNOsiHti I�lvl•ra(r rr>a>av a OtGM9$ftWALTER A 71[fT J:RE naeaa 11:. 14161 37fIl7 i Or 11 —znc• aan•w.. r..ra' azo• --rzow•fm[rmF�n9� (macmr.orx)-1 .rzs• rwv .sro• e.soo• .saz• rsw• I rsm• "=. ,aoo• e*�e fOr) 1 I I r:n,anc.nr 2aJ 7 � ,N.r2S• �. .. , �„ 121• 121• P.]TY 1 .;� v ti n,,, 3- x129• z,0.• z99r Zrzs• {-zra•-� I I � .on•"-�w ry 1�- 77- 11 JI_ O FUL ALUMINUM PANEL W/HEMMED EDCfSWALF ALUMINUM PANEL W1 I ^ D talo'---1 2210.' rmrx V 2.191• .4..t1't Y.•-r ls.n9•(mm wary 0.119-omx.`va) 03 'h'HEADER 4 5' ax. `U`BUILD 0 minae-(meernr amrr}. I �—eom•rmxsme rmaU—I �""+'D•-'" .1 1.am' rJw•_.arp• J.SW' laao• .aao• -,0.w• .z1.' R a•`1csa(py ��1 I ,z n.9..��.. r� � a _i �iT + — ti a{�•-�-.� aa.' I $�� .oas- I L,t7' 1.991• 0..121' �-2JT5•-� � � Q 'I •tro' � 0.0.92' �� ��: r.no• '.0.w oat ® REVERSED 'F'ANGLE TRACK s�zryr_r (1)STORM PANE? 7 3/8*9- D. xa,v.•-,• © 3'ANGLE BUILD OUT O ® 3 4'B. r .- BRICKET cvc.vr-r `F RA( CK F`TRICK ar 0.0 act arm rs• v��mac { rill me .L _; §$ f• f Wjj Rrpawt - alisuv 1 -.esj9CTRACLC AHGLE 32'XSfMAX.)x1 B' DETAIL 1:"mce W1 ar 44Sr zw-• �d ma ora 11 2'x 5'(Noor.) x.125'ANGLE rxe,am'-r soar 0.r+ssrsers ANGLE WITH STUD A==vwm*m Mir QPTIDN f OPTION 2 °JS•/ © r KEY HOLE AT PANEL �1rr 7 mac, / �• mrru, .a9r ..rr.•� O zoa9• Z RAW .tnr 0.997— 0.w o rYac ��° 9 L .unar,r -T AMLIC •+ art __. .m• � O za9a'�' .oar .��, rttrs S lDDED ANC. �—_ _"'—_ I ( ae92'J• 1"" -•am.rsca.m.a e KEY HOLE WASHER 12A ROUND HOW AT PANEL r?) .as -"' " "a (OP770H TO 12) .rmr.•mr�ve •� rxtryr-,. IW 1/4'1.•o.J• - Jnr s STUDDED PLATE FLORIDA BUILDING CODE(Non High Velocity Hurricane Zono) ^ ✓% ox,s rcJ[ra or~ 0.050"EERTK4ALUMINUM STORM PANEL rat (225'DEEP) at+m 9r. 1119• r-� f -r2•�i'I^ t: Ivo.¢q U - EASTERN METAL SUPPLY, INC 1 L E CO m,. 16,'j/16 17'x14`LONG WALL PLATE �c rs1 v.:x ursac 1t a n f taut resmc s nreuttawa rn15-044 '%i�/ ,/�y�• '•;-� nu x0.s.v.m rsys. a.—n RNxS:(SSr)$pJ-Ba6,7,PAX'(0.97)1!1-1116 swc ai+r-r• 4.u.•�r7�J r` �4r • �.n'r•7err-us.r.,a nxw.-wr Lvue'na as P, rr. 4 ...r• Ra4.0.!ie IA 1.160. 9Rf7 •noun u..: 10P PUCK (SEE COMPMEMS SNEET 1A VP 9) CONCRETE ANCHORS(SEE SCHEDULE) Ia" 0 ri-a—•_—_r_r—_'t__�r--'—^__r—*---"---r"-._y---_'r_r".,-5"_''_r•.�_�—__r'r_*_'*___;•*_`_*'—"+'-r-r_i___r—rm et t t r t t s i t r e a s s r t s i t i t a t 1 a ' i O W y O w m' w UZ-1 U t � t � t U ELI 1-�LlUaUZM W p } Q I - E CONCRETE ANCHORS (SEE SCHEDULE) ^ ^} 1 um. l3t1TTCAti TRAGif STORM PANEL TYPICAL ELEVATION (SEE CONPANLM$ SMELT 1A) �114"Mox. CAP 1f4"Mox. GAP 1YP. A P 4t2S1, irlfA� �, FLORIDA BUILDING CODE(Non Nlgh VelocW Hurricane Zone) ti F''`�nT 4 amts rtvrcct x 0.050'BERTHS ALUINNUAd STDR1d-PANEL rtu 225"DEEP) sr No•4411 7EASTERN METAL SUPPLY, INC SECTION A� = �IL lEcotl.t. f -- .= 'F n' nun resnro a atvcwtcxrxa rouram �"� ' "'n'' ` 15-044 SG,`: acv,u��. cuaac n m... »xrr:`(sar)tra-a2ra,nuc:x,1�t-rrra 07u wo eurnrnirmwau'rt41167 sta x au "triftOtitP' uxas 7Artr xaie Am/ILO anws vac tiIt"IID,CSO rWra�s wue wAx Am kr/J amYa>:v cv+rrs au-«at rac°'L am�ai (: riwi�ntmx+�rr am Icor/rate[nvauart--. ra+ca4 Afl laflr sauo-scr. � e fDt s AMV \ ¢u K—aa°"P1�T' xmrr,oa rrwcl -=�i -'� rm-'w a m.9uc.;l IIm wrr/Ta+'Tr nP4Ar�7T g rxroes tt sv mar e� pclwm rouampocq= F F _; I FoLN" � covcwr / avuFw ContI* u Til I .-MI 1T)p1,a I 1 , MAW cLAssI aAw ro I I , NN7 +v e f7•a rGY^.M?a I T S j/?7• a I 2:v.a'IV=xuT T f7 I1 0.C, ) �e� I ® 1 PoomnouRta —� o na I calcrxm Q $ I TrRIC P� / I PouRty 4 •OCX IWL I t I P_OGTC wAu lcavcR= cG-ft-m L R£OffT7tD .l._...� ( REIXRREO / / ....®cant. 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I• SECTION 4 scar.e/P -r i /g I SFpA2tTX1x 7U— I 1 a o.@ EDw art•SClTAM--aY 0 17'O.fC %14G hY11 clhif FReVCV 5na7s aQ 7) iwrnrxowxJt a I � %f / I W �+ --� I 1/(-a x01£rax cvmsmrov ar SE=w.: P0.'is wr 7/B"+• 4 r"cp, I i z w vc x rr o wAu/aoaR/cmn+c ucurxlr.+s srcraxs rev s£ G*cavzw a7 I ip a,c COMOV0 W avT WAY Ta swT AW u.57AUArrM n reuc O cant nrw`t ,w,c-w a+ I • �����"�•(F•�tA tl)(irr4. nvrr.e,car 1 cmc ��wtP•.•"' sir fLORJOA BUILDING CODE(Hon Hlgh Velocity Hurricone Zone) s£cnav o sTun aamaau rm s T c1 L1Gt(ysF •%%; 01013 Mr=NF 0.030'BERTY.A ALUMINUM STORM PANED rer �- (223',DEEP) acAiarrm WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION 61/7//rd SECTION 1 scar:j/e--1- SECTION 2A scta•:1/a--r ��)s. EC®ieee. 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SECTION 5 scar:.ria--I- INSTALLATIOCTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCAtE:J/6•e r- SrAtF:J/e•a,• SCAU..1/e•�1• -SCR£M eSED u M.tiKt45 At4Y SE 7/tY-2a-wc 1-MUCk Y '( IV mass ICAO carr 5'PAPAMX TC W/o ©- MATS , •=C ILNA.MIS ARC J/4}sJ/S7T xK WAD IfAMW SCWW WI LENGTH AS PV?I#RS A7 ,Q a2(9427 Q. 1 ��r/�•►-:ro.sf;• E a.,M�cE,,cp rM7e00 •tRnss rrrro 9aTs w.�rp i,,/o•mmr urAo g Cert FYJ2a r1 c O ""'/6 4+aav[sWEar'✓/tEN'7fr.c,rrn mtts nT d 1, a2(9rFEI Q -Tr,t MIC TIN COUBMT),WJ Or S-''ODMS u /!1 I WAU1FiOO,p/afWX MOW,)MO SECIpN^G6N rA!' atr�rLl}}li's !TiII 4-ev A,"aw W .-----r a cwaam w AYr WAr To svr,Avr rrTlar imW ;��`����x:."�L/j�r� FLORIDA DU/LO/NG CODf(Nan High Veloci Hurrtcone Zone) 020:5 Mico°c 0.050"SERFM ALUMINUM STORM PANEL rxc (2.25'DEEP) truxx e,; FLOOR MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC - _ 1 M E C►0 a 1 No. .m-W rm4as omr aTc SECTION SA su:J/a s r _ ;_ OW PAW a%M n-NCI 1I(,/T 7LSl,NC Q CNGN NG CONPAM' y�ryr- ..«uc,c.D.s.s<x oui n n,x p+a•G('+aQzA-LjES Mc(901)Dt7-Ir(E 15-044 =.%Q•. r" � .••{� ,v,.r fmpnam. .r J,n-:sn an�v -pF+,n� ril�••,.'�\ ®-COUCI/9 hDn-m �� CSAhTC N> �4.�.P..i ••C\�.a^.'� �cAlY�,aei sww 4 w Ir ••ryIr174su tstlsua�1a`: P wiD CQvcme B $ F&.m cma?E7E ap CnRam7r6Lax xut 3' 84Oor wu 7 op ?•-7 J•t.OAS'3105 x-14 ar A 777 ra rm � � h COMWE7E 8ZOCKw Com � eaus-re Auor C,,1 A t—AhPX 4LLWTD Wal 7/ CO7lOtl7f OA 4 REO771 AN91AA5 O!1'Q G�pyallrr 2.500•Yd. a 12'� �Q r- ZicS00. 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DESIGN PRESSURE RATING (p s f AND CORRESPONDING MAXIMUM PANEL LENGTH "L" POWW Conrn"a Cw_ OR CoArqm SCHEDULE FOR A GIVEN PANEL SYSTEM Kw �` ` " +) POUR"ca clxxOR whva E etucx _..._..........,. 1.wg7x AWH WS o7 WALL ALow" L.(k:Npf u+r.F.V$tEACA/ A:L mgr sorra-R Asn Luo+ L{rJ (5u's -MR sPAcarC) I ( 1 ruxwc+vccnvanxs � �ES-lam R4nrti V1 w j/ uowrrauc r/ w�tr uacm sr/ czar ' 7,•1rrAoar� x Wiwi Q msrPnvLt+r r�jA o-� � +-lao, -JO.0 12'-n' 1z'-n• rz-1t' +J0.0.-JS.O 72'-7r' .�7.0 'LASS S7FA49aP! .. . +A5.0, -40.0 12•-0' 72'-0' t2'-O' TO -,---+r,1' 1112'1 +40.0, -45.0 II'-2" 77•-2' L1•-Y I .ry —i D'sA�' 1 rE = +4CASE E (Plan) 5'.0-50.0 W-7, 10-<' W-7, , SLUE:1/4'-1' +50.0. -55.0 70•-0- 9•-4- ID-D- \�LGVI. +55 2-60.0 s'-Y 111. g'-7' ;/ r - SECTION ® STUD IL `tl++) TYP. TOP/BOTTOM s60.0,-65.0 g-2' 7.g' g-2. U I:OY AxaaO.r.,OR At ifl9'?..-.1 Cri71r. (SW SCF?W RE FOA SPACbx) (OXN F04i7dr+) +65.0, -70.0 8'-9' 7-2' 6'-9' `S+�ti�t/itHltirr)r WALL MOUNTING INSTA� TTI�JAJiTNkz,, +70.0• -75.0 6-6' 6'-8' 8•-6' :�`�.-•'��5 •./R �rq fWRIDA BUILDING CODE (Nan High Ve10Ci1y Hurricane Zone) SECTIO 9_`� - ��;' \�+ F onl.M7=c+C 0.050'BERTHA ALUMINUM STORM PANEL r.A.r. +75.0•-SRO 8-2" 6'-J- 8'-?' SCALE:3/8'- J & 157 � _ (2.25r'DEEP) RSAew Cr A'OTr'•MJNfMOM FAN£L LEYCTfL IS J•-o' Iyp, •. EASTERN METAL SUPPLY, INC ,70 M MUG Llnr nulr 7rsnw 4 r.om.%m v Cv—AW OW PAA W04 FL 3J177 a mss. A,a.+'C•(saf)1aJ-eni rAc 15S!)f�r-r)!o 15-044 l _t?��.•'C e+�.•resin-ua. ,Lsean-rm 'h {• CYC+�` rB-CYWO r'Soif i3 fav WA0F47LN h.P.r. 7..•' n\+� R071p1 tie Nle? 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ACTM E D. ;+ MOMS 9PACW MyS APMXARE 7a IAAW AAXW AMCIV FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SLr&CFT.7 d 6 fm ASCWF S TWr d V.AaA?C fa?AYAUAT7.:1S W O*000 falw WMI /mwm7 "K-a I MV-W, or up-Ow &CAVAM oao76 YAT=.A= 0.050'SERM4 ALUMINUM STORM PANEL f•.nr. �T74t� liaAT W AM:FW&-AW=AR£MW 1W J 112'6Dac asW= (2.25'DEEP) 001iM ar. 1.00 ' FOR E a LESS 1XW S t/Y,1Xwo-^am SPAM'S7' r✓LnPLr u"Wns wmm av SrnL IZ or RE FzuLowzvD 2 r/Y .71 .50- - .b0 FACM;M(1fb,.s a FOR C"-.W AWWOO s d am �+/^�'� EASTERN METAL SUPPLY, INC c4m .�,....._.._.__._........_ PAN£LYA1E IS 2 112:ANO 3 112•fO?SC4AD-SET AlA;NORS). Q L E L V I M 6. Rm.E Rows m- fON 7NL5 MERATION 77I eE AW rdEDVLFD SPACJlr'OS RfSL¢1PS FROM APPtmac A901C •M PHlt 80-at FL 3.107 Y - .� - - - FACMAS S VU NOr 10_4)X7 O4 SPX =tECS PM J'FOR AIL AAgKVS(Orm-f K+ m 0 �_n sra gam+`(WIP09-24 FAX-(s61;a41-nlc f5-044 +43'Fffit RID!81 O1Ni901T ANCY7pP5), non. rrr-0006719 rages lvr 4n[♦ roovn+r LRAWaC Ab KALIM A ICr17.V.Pr u-ar RASriI is .4- SSLIT 777!rI Florida Building Code Online Page 1 of 2 -R f�`Jfr n"t�F.�ldrQt7t2t1t BC1S Home a.Log In Wer Registration ! Hot Topics Submit Surcharge ! Stals&Facts publications ? FOC Staff SCIS Site Map ( UnkS Search Busines Professional +g ' Product User "a' Regulation �iati•ii�ilii4itAGi'i'iifM PneIhjrt AojVon al Mawr>paufou or Anull"M)n Sean h>Ag1311011tln t 1st>Application Detail FL it 1369-R Application Type Revision Code Version A14 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4266 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 breeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Pnone/Email Quality Assurance Representative Address)Phone/Emall Category ( hutters Subcategory ccordio Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National.Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevlch,PE ;� Validation Checklist-Hardcopy Received Certificate of Independence Ft.369 P$CCI HV ACCORDION Cl NQNriVH7.rr0f Referenced Standard and Year(of Standard) Stilindard Yenr ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 202,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D littp://www.floridabuilding.or_a/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYIIH2vJvx5... 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 05/07/2015 Date Approved 06122/2015 Summaryof Products .�_.r,.�_._.._._...._..w _.—..._..........—._.._.-----_.-__-..e...a...__....----....�._.i FL# Model Number or Name Description 389.1 Bertha'HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non•HVHT)-Orw 15-086 bottom)for storm protection j Limits of Use Installation Instructions Approved for use In HVHZ:No FL369 R2 11 A.5.5 A. FM .7.5.OK6.mlf 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 Other:Large Missile Level'D'.Max span is 12'-7'for 35 psf positive FL 3119 S IF A.4.S A.SNc ,h�..Ft. Dpi.••,.t�,L-0 ti..ri' 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 w10 window blade and W-11'for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working in unlson.Max.son for HV3 blade w/o window blade for Installations Into I Metal Stud walls is'79"for max..ASD pressure rating of+72,-72 and 84' 'for ,-64 psf.See sheet S for otherspans and ASD pressures. 89.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVN -Orwg 15.085 bottom for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No Ft 369 RO 11 A.,;$,A.)_NC Dpt"'C"+5-085ndf 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 j Other:Large missile level"D'.Max.Span is 16'-0"for 30 p.s.f negative FL3$9 Ri.7 AE A.S.ti.A.INC. P.E.R- DRWG./SOf;S rtV.t;tif ASD load depending on centermates and laking rod configuration for the Created by Independent Third Party:Yes kk !HV1 blade,8'-O'for+64,-72 p.s.f.load for HV blade for Keystone f mountings 7'-0"for+75,-75 p.s.f,for metals stud mountings and 8'•0" for 110 p.s.f.for HV3 and HV1A working In unison.See sheets 7,11 and 120 respectively of Installation drawings for other spans and pressures. i 389.3 Bertha HV AccordionShutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ-Drwg 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL3tt9 R6 It A S.S.A.INCLaORtVC 5.OR4 odf Approved for use outside HVHZ;Yes Verified By:American Test b or South Florida Inc. i Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:NIA Evaluation Reports Othert Large missile.Max.16'-0'span at 30 p.s.f ASO load for Blade 1 F1,389 R8 A% A S s A 1Ni' PER paiVC 15 nq4 pA and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respective) EM Contact Us::1940 North Monroe Street,Talfahassee Ft.32399 Phone:850.487.1824 The State or Florida is an AA/EEO employer.CoDyrl4hl 2007.2013 State of Florid.!.;:NiyacY Statement::Aaessibility Statement:; t`fund S alemenI Under Florida law,emall addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mad to this entity.instead,contact the office by phone or by traditional mail,if you have any questions,please-contact 850.4B7.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.most provide the Department with an mail address If they ham one.The emits 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 emall address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please Click here_ Product Approval Accoptat f WE Ri SeCI{rit 1'.�i L'l It ttf> f http://www.floridabuilding.org/pr/pr _app._dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES- 1.BERTHA HV.ACODTDION SHUTTER SYSIELI SHOWN ON THIS PRODUCE EVALUATION DOCLUM(RED.)HAS BEEN VEHIAED FOR C016'LIMCE 01 ACCORDANCE WITH THE 2014(5th EDITION)OF THE FIARIOA BUILDING 000E TELES ACCORDION SWITER SISTEM SHALL JIM BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESCH WIND LOADS SHALL BE OETERIA ED AS PER SECTION 1820 OF THE ADOJE MENTIONED CODE,FOR A BASH.WIND SPEED REoum BY tut JIJRlsom"WHERE SHUTTER WTLL TABLE OF CONTENTS BE INSTALLED WITH A OIRECTIONf1.RY FACTOR Kd-0XS,USING ASCE 7-10 AND SHAUL NOT OIC®THE UkXI M(ASD.)DES;GN PRESSURE RATINGS INDCATED ON SHEETS 11 THRU 15.10&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTRATE DESIGN WIND LOADS OETERIMED PER ASCE 7-10 SHALL BE FUST REDUCED TO ASA.CEStCH WIND(DADS AREA•i., HV BLADES(DAt BY MIA.TPLYING THEN BY 0.6 W ORDFRTO OOWARE THESE W/MAX(A-&D)DESIGN PRESSURE PAINGS INDYATED ON SHEETS it 1HRU 15, 18&20. GENEM NOTES SKM 1 IN OMNI TO VERIFY THAT COMMENTS AND ANCHORS ON THIS PFA,AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS KAS=USED IN TILER SYSTEM COMPONENTS 1-20 SHEET 2 A14ALM HOWEVER,A WIND OURATIDN FACTOR 00.1.60 WAS USED FOR VERIFICATION O-.'FASTENERS IN WOOD. StSTDI COMPONENTS 2f-37 LINNET 3 BERTH REFORM ACCORDION SHUTTER SYSIEIYS ADEQUACY FOR WIND AND LARGE MISSRE H IPACT LOAD HAS BEEN VEROTmW/, ' CCORQMCE WT60 H SECTION 19.1.2 Of THE ABOVE MENTIONED CODE AS PER SYS"SEATER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL _ -RV MADE(D 00214.01-02.,{0715:01-433,11004.01-05,/1214.01-05.00317.02-05.$0609.01-10 AND 00210.01-11 AS PER TAS-201•TAS-202 AND,TAS-203 PROTOCOLS AND ASTM E-1886 ARFA • HV 8 A (1)AND M/VANDOw BLA.D�(}�A AND E-1995 STANDARDS(MiSSU LEVEL D.WIND ZONES. 1.2&3)&/1220.01-10 AS PER TAS 201.203&2R3 PROTOCOLS LARGE WSSOE- ,(WHERE APPA I�CAB II) -HV%MOW BLADE 9 10505,01-08 AS PER ASN E-1886 AND E-1896(I SSILS LAYER.0,WIND ZONES 1,2,3)&ASC PROTECTION ONLY AND P 072UT-M AS PER TAS 702 PROTOCOL TYPICAL SHUTTER ELEVATION&140M ON LOCIB SHEET 5 INSTALLATION DEEMS A-F,CONCREIFE/BLOCK SHEET 6 2.HV MADE©AND HN WINDOt!BLADE 0 ARE ENGINEERED TD WORK W UNISON WITH EACH OTHER UNDER THE MOM UUETATIONS AND C OTIVIS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCWM/BLOCK SHEET 7 3.BERTHA H.V.ACCOROM ANS(IN SCREWS).USED AT BLADES KNUCKLE AND FOR DRECT,MONS 009NWWN TD TRACKS SHALL BE)14.2,75-AND/14.1.75'RSPECINEI.Y,410-NT MINOIUM'SMES CtNTER►NIE OETATS IN SHEET 8 STAI}NLTSS SAID.SN37EW5 YAIH 135,0 Lal YR]D SfRIINCR4 AND 180 kat TENSILE STRENITIRL PANS SHALL SE COATED WITH OERMA HV DACROGNIEID COATING SYSTM AS M,WUFACTURED BY APPRONED CENTFRLLATE ALTERNATING D^:TAaS HV SHEET 9 CMSIPG APPIICATDItS,REGISIFNEDRHfTI AMfJICIN SHUEER SYSTEMS ASSOCIATION.ANS MUST BEAR THE AIV WRIONG ON THEIR HEAD. 4.ALL NLDONRIM DMIUSIONS�SLA':L SE AUMNUU.ASSOCMTON-AS10Y.AND TEMPER AS MOIATED ON SFHMT.2 AND 3.MONAUM Y19A STRENGTH FOR 6063-76 ALLOY NS 30.0 WAND 35.7 ICi FOR END CONNECRON DETAILS 1-15.ODNCFWrLI81DCC SHEET 10 6005-15 ALlDY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SIM I2 S.ALL SCREWS TO BE STAINLESS 5TF31 apt OR 316 A51 SERIES OR CORROSION HFSSIMO COATED CARBON STEEL.AS PER DIN 50018 WITH50 tai MOL YIELD STREA'OM AND 90 LSE ION,TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCKSHc'EI'13 AND SHALL COMPLY W/FLORIDA 6UILM4G CODE SECTION 2411.3J.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6,DOLTS TO BE ASTM A-307 GAIYAMZED STEEL.OR AM 3a4 OR 316 SERIES STAINLESS SIM WITH 35 1d 1,991RN YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET IS 7.SEE THE FOLLOWING 5T em FOR ANGOR SPEGIFICAmNs,HV BLADE(D 12.13.14.15 AND 2D INSTALLATION DETAILS M-R,WDCO SHEET 16 AIV BLADED&0 WORKERS W tONISON:12.13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 &THIS BERTHA N.V.ACCORDION SHUTTER SYSEEL BEARS A U.S PATENT/6'779.582.COMPONENT'OF THES APPROVAL ARE(VXRED,IN WHOLE OR tN PARI Of U.S.PATENT 05'458,179 ISAIEfI TO fAstERE! END CONNECTION CETATS 7-12&X:WOOD SHEET is MEIN..SUPS Y,Or - 9.U SH4L'BE THE RESPONStBUTY OF THE 0067RACMR TO VERIFY THE SOUNCNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO RCSURE PROPER ANONDRAOE CONTRACTOR TO SJKL/CAULx. AREA 3: W WIN[}OW BLA_1Y_C t(& MNONLY ALL SHUTTER COMPONENT EDGES WH"ROOM.THRU-FASTENCNG IN CONTINUOUS CONTACT WTH THE BUILDWG TO PREVENT WND/RA'N INTRUSION. TYPM SHUTTER EFVATiON SHEET is 10.EACH UNIT MUST BEM PTRHANEIG LABEL IN U A VISIBLE PCE WITH WMMNG NOM DURING PERIGOS OF IDRRICANE WARNINGS 160K OWNER,TtNAX.OR 0114M MUST PROPERLY CLOSE ALL NJ AND NO CENHANAJS AND WAGE OR LOM ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLAnF nON Y 11.SHUTTER IUINUFACIURER'S LABEL SIWl 11:LOCATED CH A READILY VISIBLE LOG.r.ON AT ACCORDION SHATTER IN ACCORDANCE WITH SECION 17t0.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHAM.BE INSTAUA17ON DETAIlS•META,SND WALLS SHEET 20 PLACED FOR EVERY OPERON.^..LASERING TD COMPLY WTN SECTION 1710.&Z OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.AC'OFUM SHUTTER SYMVfS INSTALLATION SCOL COMPLY NRH SPECS UOLCATED N THIS DRAWING PLUS ANY MJI DSD AND MNFG REGULATIONS PROVIDED BY THE PJFUSD=DN WHERE PERMT S APPLIED 70. - '13.(a)TAS PX-D.MRARED,BY THS ENGINEER S GENERIC ANO DOES NOT PROVIDE HNFORMATION FDR A SINE SPMn--PROJECT.I..WHERE INE SITE CONDITIONS DEMYE FROM THE PEO. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALIADON INCLDIW D LIFE SAFETY OF INS PRODUCT.BASED ON THIS P.E.O.PROVIDED HE/SHE DOES NDT DEVME FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDMONS DETACH ON THIS OOCLACNT,CONSTIITON SAFETY AT SITE S THE CWNRACTOR'S RESPONSIMUTY. OBTAIN PERMITS IN THE STATE OF FLORIDA, (c)TECs RED.WILL BE CON90ERFA ITVAUD 0 At7ERED BY ANY 1LJ0.5. (d)SITE SPECIFIC PROJECTS SCOL BE PREPARED BY A FLDMA REGISTERED ENGINEER OR ARCRITECT WHICH MLL BECOME THE ENOREER OF REWRO(E.O.R.)NR THE PRWECT AND WHO DILL BE REWON28LE FOR THE PROPER USE OF RE PFA.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER 10 THE P.E.D.ENGWEF..R SHALL.UM=M THIS LATTER TIB SITE SPECIFIC ORAWLNS FOR REVEW. (e)OMCINAL P.E.D.BULL BEAR THE DATE AND ORICINUL SEA.AND SCNIA7URE Of THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED FU m FLORIDA BUOING CODE(Han High Velocity Hurricone Zane l�JE A.riIJJVJi, 0 2015 EASTERN NEUL SUPPLY.INC, �P..VlGFA�`�/v��: BERTHA HVTNA 0 I L E C O N�, Accordion Shutter System A.S.S.A. H _ H.Y.ANODE#1 W/OR Who FIV.WNDONJ MADE American ShtlHer SyS}ems DEse rnav IAtr cEwN me ENr yi; SNA k TILLR TESTING&ENGINEERING COMPANY QF 'C w5s N.x. R.5.a>ak.MRA�N."7EI..,ROMA SSE AssOCiation, Inc. 1 oto 11-192 4/13/15 DUD 4/13/15 Zc-1 Klut,- ry Pt-e:(=Ml- Far:(305)371-1531 4268 Westroads Drive 2 /0, ''• N. �� a'"i0"'L''�°�=Ood-°�"' West Pohn Beach. Fl. 33407 5 ORAY/ING No 'NfJ NAL EN SII WALTER A TAUT A•PE 4 15-085 P.E. SEaJ/NSNi WAMRE/DATE Flma+t�/u167 5 SHEET 6 1 OF 20 y -Y.ftp WON EIIIO[ . VAWES 1.461' 1.918• od_1 a [ c t 3�HV UNIVERSAL FLOATER 7 ��'• 5 HV 90'[]80' STARTER COVERED UNDER US PATENT f 5458179 QUALIFIED FOR USE W/ HV EILADE(1D ® HV BLADE 1 - HV WINDOW 6LADE� 6005-75 ALLAY AND TEMPER 111j,"AR U((S��E 91W, HV 6063-76 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE 0 ON SHEET 19 _ 6063-16 ALLOY AND TEMPER •�y 6065-T6 ALLOY AND TEMPER 3•.. + .4 � .,74J ~ �j 2.67W �T 3.956' -- .964s 67CffI- 9 46063-76 I 4 7- hT 2A92�HV ADJ. ADAPTER WfUP • 3e - s72 QUALIFIED FOR USE W/HV 66 ADJ. FLOOR TRAGK DEO' 9I )W TRENCH TRACK 1 ss - 6063-T6 ALLOY AND TEMPERLADE 1 OUALIFIEO FOR USE W/IIV OUALIFIED FOR USE W/TN - LOY O TEMPERI3LADE(7�oHLY. � Hy RAINGUARDD BLADE(D 6063-T6 ALLOY AND TEMPER VAt3E6 6063-TB ALLOY AND TEMPER QUALIFIED FOR U E W/HV - 7,936' Y 1.915• V. f.y36' 8063-T6 ABLLADYEAD TEMPER 1.917'— v OHJ' O6]' � (.031 g93. 093' ---•.._� .too' .0• . _ate' MW �• 670 •093' 893_• 5 e s7a, 7.ses Sr a 670 11 HV CEILING HEADER 1� �� I _O 13 HD CEILING HEeDER/SIL � O IFIED FOR USE W/ HVOLADE i OYLY, gFlE 6063-T6 ALLO AND 7�EYRt ONLY gUAUF€ED FOR USE WJ HV BLADE(D 14 HD WALL HEADER/SILL SEE SECTIONS FOR XD SEF. SECTIONS FOR VAUDRY, QUALIFIED EMO USE W/ TN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER OLADEO ONLY. S._ 6053-T6 ALLOY AND TEMPER t COMPONENT A I B 1 11 12 X Y t X MMM, LL � @ z• 5'MAX! Ile' ,/6' 1 Ip6 2• 5'AW-10.192' 0.162-.. . 1�,SIDE ANGLES t CORNER POSTS OUALIF€ED FOR USE W/HV ALUMINUM ANGLES Ia' 2.5' 7'14Ax.�0A90' oafio' UA.UFIED FOR USE Wj FIY BLADE QUAURm FOR USE W/HV ' BLADE 6063-T6 ALLOY AND TEMPER BLADELI,)ONLY. 2• 5"MAKj0,i39" 0.137' 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER ® ' € ROMA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. BERTHA H TM P� ��ENSic' LCrC Accordion Shutter System SA■ KV. RADE$t W/OR W/0 KV.WNJIN HALE it= AmeAcan Shutter SystemsorxaPnON w,E OaAAx or x L TILLIT TESTING&ENGINEERING COMPANY s�n1E o '4q4 La3a NR.M,SL,5.11.535.=C=CMCQW6.RaRQA 331 Association, Inc. 7 Mn 11-192 4113/IS WE 4/13/15 ' + P1pRe:(sos)e71-1530.Fdc c.:(305)87+-1871 4268 Westroads Dr"vc 2 DRAWING No f a .-n, b"t.ao0oai.¢orn Q.C�•''•• ''`G�.``' 18-01M7,9West Potm 3each, FL 33407 a VALIER A TLUT Jr.p.E 4 15-085 'A,( TTOROA L:,-1 44167 3 P.E. 9NgWN711'nRE/OATS 6 SHEET OF 20 ,yfiBQ' .9 9' 4.576' A51 4'-70 GIST y .746• ..._ o ' r !9 ssv. OMM M PAI CODTrc`t'�1 CnSt • i Y;: : D. (2 nP.) 1Y.NSIIA^+u+A..Q '062• ...��••...�1--771 1Dlot.,%i 1 n m 1 .318.87 LwAss aKas 1°�ew¢ P"a�ic» OUAUFIED FOR U BIME 1�}A aaf ONLY FLOATING CE Hy LOCPEW,/ HV EGRESS LOCK 6063-T6.ALLOY.AND TEMPCR CUED FOR USE V!J 1fY BLADE 7 & t ONLY (C',jj;am��/l.. _ �' ! - QUAD HV OLALJ'1ED hFOR USE Wf HV 6063-T6 ASLOY AND TEMPER P. G BiADE.1Q&�A ONLY. SU V& ONLY_ FLED FOR USE W/HV BLADE 1 ONLY 60'oz10 .874' 6063-Y6 ALLOT CND T[:MPER P^,A,WlC D TO vat 4045• MOLDED GY_. �,C ^ I • -780'AFnR RIVETING cc��ffEE dd. J. 1/4-9-20 AM' 1/4-0-20 BLTT E Rrtcl>t c 4.0-20 RIVNM - S.S. THUM9SCREW �.� -•r �f .d• "`mks 9441 AW.V"(M4-nALL"LMI E iutGE'jR! s1w�7RSIIf7.PiFT i 0932U.AS WWUF1fCipPd1 6Y AMC£1 PUV1 h FROM SJUN I HV MALE -T" LOCK CENTER A !.. +.s66� OVVY TEMCON,PA.RSPPOV,NEW d6L"ACY 07064 OR EQUAL LOCKER FOR T. LOCK GENTERMATE QUALIFIED FOR USE WHv BLADE r)ONLY � HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE�,OGK 6063-76 ALLOY/AND TEMPER OUAUFlEO FOR USE QUALIFIED FOR USE WJ HV QUALIFIED FOR USE Wf FIV BLADE 7�QNLY QUALIFIED FOR USE W/HV BLADE MONLY W/HV BLADEr1 ONLY. 61A0_ I ONLY. 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- 15917.___. • 1.917- Dar .21{•• _A62• i j,j�i, `- KEY CnR DR .214•'06 r i �(ly' KEY CriINOEN -- _ .5f5' �i: �__- -•�.�~ �n �� °� . 0.073'Mtn. HD 0 0 HD CENTERMATEW/�4. OD t05 6 uc" QUALIFIED FCR.USE Wf HV BLADE T & A QUAUFIED FOR USE W/HV BLADE Q1 & I 1 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HP 'S • VARY,1Y MX OUASIFlED.FOR US- W HV BLADE 1 k I lJa•�-7o 55.°R 3jII'A-le :.1 6063-16 ALLOY AND TEMPER TEitPf81UF'Jt i 'Ac[wt'nta+B.u�'.Ivs ttf2• ' 77 CNN07t OR KEY tts — .....:...._. ,.7 Nin LYIIN.D.7{ g, LACKING RODd ^ � � 1J4•o1.10101.7s•ua.. QUALIFIED FOR.USE W HV GLADE 1 " 37 � -- / zf�c HV S 0_jR ACETA ( Hd�4•s S�-"L0 AISI 304 UY REGENT,HARDWARE MORPS£LOOKS SERIES 2333 Kom DOLT LOCK 6063-T6 ALLOY AND TEMPER f Y OUAUFIED FOR USE wf'HV BLADE D& R DRILL n nTAnT s,LFosEaRo ER EMesDA HOLE QukS.1FIED 1 A, BLADE(�i QUA)JFiEO FOR USE wJ HV BLADE`L7 ,OR �i gUI�l�1G C0�(NOn High Velocity Hurricane ZOne AaOC(�,......... J � C�7 2015 EASIER;METAL SUPPLY,INC, �.�It�sF' BERTHA HVn, 1L ECO 1N�. A.S.S.A. Accordion Shutter System American Shutter S stems KV.SAM#( W/OR W/O KV.WIKM BADE is•L / Y a. wT' arc r t oK oAts MuwN Dr. M L •kA; TILLIT TESTING A ENGINEERING COMPANY St ltr, Ae36CtOtIOnA Inc. t CLD s1-192 4/13/15 WSL 4f 13f1s P ` cxss + SL "' .ecru "NAR°A 331E Ph4268 Westroods Drive 2 +•-•-EL���z-^'(j�"ap'—:(JCy)WI 1530.F. (30.1}871-1331 DRAYITNG NO `i F * a-�,��•6Y.ewocol.eom 'Nest Palm Beach, FL 33407 3 wAl7aEU-DM71915-085 c P.E.4 I . U. SEAL/SIGNATURE/DATE ter"04 i 4416a a St{3 T OF 20 SHUTTER ASSEMBLY SCHEDULE FOR I s/a- HV HV j 12-uw CE 1p HV BLADE , 4' _ ; I TO 6t�E P._.� .1675-t..1 ��. ® )IV BLADE 1A w tn(1`pl5�ow BLADE .0625 Abs .0625' �I = v HV LONG RECESSED NYLON BUSHING f. ' � II n KN�,IE '4 oPOLV .0525'0616' Y ® +1�'--� ® HV SHORT RECESSED NYLON BUSHING ( ) 6� - ® HW NYLON HAT WASHER Q OF". l� 5730"HV WHEEL CARRIAGE AISi 302-303 SERIES ��2 150' - X0.870x3/16"THIOL NYLON WHEEL ro 2 1/B'Nx tto wuvaw 0.188-s AISI 3D2 SERIES S.S. RNETS 315"6 y-�EV qM #3.560' ® BErAIEN HV 1 3/4-ACCORDION PIN W/-¢8 HEAD * EXTERIOR i ! 4111 c oavuvBLADa a1 5 3rais �Y-Y• .7 • ® IN 2 3/4"ACCORDION PIN W/68 HEAD * .I. 4, 4 o "'I I•� 22 1/4 FrmID7n POLYI.1. CLEAR NATE IMPACT RESISTANT NV WINDOW. �rnti': i rxEUt ® j j a : __I : ; L 'TYPICAL HV WINDC)W BLADE C1 AI AND {{ POLYCARBONATE HV WINDOW DETAIL � is ®OR® [ 4 or @ n �. TVs N.T.S. RE ) T 111 POLYCAR80NA� IMPAfT R"SISTANT HV WII7DOW SEE NATE FOR ouREucNTs ' DOR i I BAYER MAKROLON 3103 POLYCARBONATE 12'LM,CLO 10 I CE RESINS, UV-STABILIZED GRAOE OR SABIC * :WUIREMEMS AT EXTERIOR 13LADE KNUCKLE FOR3c To mmE INNOVATIVE PLASTIC L.EXPN 103 RESIN L ' I : O OR® I 1 (SEE NOTE -F• ON SHEET 19). o � je (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM EXTERIORA KNUCKLES OF HV ACCORDION SYSTEM W/ FIV OR j'I ';7 I POLYCARBONATE SOURCES FOR I ' HV BLADE. TYPICAL SHUTTER ASSEMBLY H T. (2) ITV PIN MAY 8E USED 1N LIEU OF AND ONLY AT MR6orKV of EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVI(D 00324- BLADE'S KNBCRLE. SCSd m9A (SEE NOTE•FOR 3asaalc +uTu 0192 oaq e/`t o.ou 4/1+ BLADE WHEN CORRESPONDING TO INST&LATION "11", SHEET 7. 04q Q 3 REouIRExENs) 7DOtf YEO 511PtCfH !94 WE 9APf P+£ Or�Ps4 W (3 .HV PIN> ®OR / 12' O.D. 116" THICK S.S. WASHER / / 8A E j uoouw 'wnu mao -Aa #na. ;usaan n..I. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. p I SHEET 4 , wrr�° la FT_mt tT rt-to! yEEL CARRIAGE DETAIL �Jwj �* Mw o=w o=: -5 x vu EMBLY LAYOUT Fuc or OLMM ASN oe a C-1 loss C-1 CLASS '3' WM 01020 10!0 T 000 T ASN 0133 MMLE 5tPpL01 ATTR AS•Y 03d G9@ RSL ow Pel. _HV_BLA_DE S_O & HV WINDOW BLADE DETAILS '°'�"'"�'�1"6°'N° `" M,DAL am N.T.S.- ----- FLORIDA BUILDING CURE(Mon High Velocity Hurricane Zone ``�p�`.��A Q' ✓'///i/���' ®2015 EASTERN VaAL SWPLY,INC. BERTHA HVTM -=- L E C g 1>N�. �.S■S■�, Accordion Shutter System KV.BLADE#1 W/OR W/O H.V.WiFCON SAX zAmertcon Shutter SystemseLTtltiP m DATE DwWN BY: u3. TILUT TESTING k ENGINEERING COMPANY AasocTotion, Inc- 1 CLD 11-152 4/13/15 DTE: 4/13/15 O' ATF OF `' 0353 ks 3ct s~x.3Cs tmuw cvoms nar0n 3310 Ph :(305)371-1530.FP.:(:65)821-1531 4268 Westroods Drive 2 cR'�,'• AIDp.•t(`T'``� #- t at�o,o c� West Palm Beach, FL 33407 3 DRAWING No 70 --"IG"IG\o`���` rtta�maA.�11.P S 15-485 P.E.7 /610k%RE/DATE 6 SH 4 OF 20 �• *NOTES ON HV LOCKS AND CENTERMATES, A D C 0 ' Y N S t tl T. •ONE tiV LOCK�or�.StN.il BEUSED AT 1I2�SHUTTER SPAN FOR ANY SPAN OR 32'ASM ORA ELEVATION, LOCK r 62MAr SHLFnzR SPAN BE USED AS ANFIINSIDE OR UP TO 1W.AND MR OUTSIDE LOCK,A ACH TO T IT 49 ANY I CENTERMATES W/(2) 1f4b-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LICK SHALL BE AS INDICATED ON AAO��Q� TYPICAL SHUTTER AT10N., l'Y'> IDCKSLF ORP TO TWO W MALj Y BE USED%5 AtNOROUTSIDE LOCK.CONNECTION OFEllFOR BETIM PERFORMANCE OR FOR SECURITYP LOCKS TO UCENTERNATES OR fl SHALL BE AS INDICATED ON NOTE(1)ABOVE LQCA ON OF LOCKS SKULL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. may-- Z.CIPBONAR Off!92- O y WHM mom OQY CONDRRON a1 OR LIMITED MANDUTBRY CONDITION 6 U.S�y/RWD Hly.tpg LOCKING RODS ARE HOT REQUIRED AT URF'KCANE POSITION,BUT MAY ' 4 �b o 3Q e• EB USED.IF DESIRED TO:ENHANCE SHUTTER PERFO CE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSMON). ONE FIV:tDCK .�S1WLBE USED AT CORNER CENTERMATES FOR ANY SPAT AND 88TH LATIONS AT ANY ELEVATION:HV'LO or SHPLL BE USED AS AN OUTSIDE DR INSIDE.LOCK, II ATTACHED TO a CORNER�CFTRERMATE W/(2) 1/ 0-20 X 1/2"LONG.FLAT HEAD S5.LRS M.LOCKL4G R005 i AT TOP do BOTTOM SHN.L BEUSGE'D.LOOATION QF LOCK SHALL BE AS INDICATED ON TYPICAL.SHUNTER ELEVATION. �5 MAUMUM SHUTTER.SPAN SKAU.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 112 T1� R3F 0 _ 5• :ONE-ALT£RNAYE HV L0C1C MAY BE IN ULU OF iN LOCK or FOR ANY SPAN AND f 8- 0 Y� tNSF TIONS AT ANY r'CEVATWS'7. NATE LOCK MAY Be USED AS AN YSt OR-OUTSIDE LOCK.ATTACHMENT p4 �" OF 1/4-0-204/4- 119 SS.THUMBSCREW TO I&OR s .C£NTMWATES SHALL BE MADE•W/1/4-6-20.3/4-ALUM. 1� b RNNUr AS SHOwN ON SECTION FIVE SHEET$.ON LOCK SHALL BE USED AT 1/2'OF SIWFER SPAN 0R TWO 1 C LOCKSAT 1/3 OF SHUTTER SPAN. 8,MANDATORY CONDITION ?NOR-KF jTQt�'Ji0{p{DMk OLSTAILOONS: ONE HY LOCK> or(y'"or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS IJP I TD W.AND FOR INSrALLATMUS AT ANY-n VATION.H'V LOCK 18 of @ cc @ MAY BE USED AS AN INSDE OR OUTSIDE.LOCK,ATTACHED TO 6,or 0 SYMMETRICAL CENTERMATES IN/.(2)1/4'-20 x 1/2'LONG FIAT HEAD SS: SEE END....., M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING ROM 0 W/ COtNEMON OR.4)TOP AND BOTTOM IS COMPLETELY MANDATORY. D-:TAtS ON D F Y N i J K L Y F 0 • V Y X SHEEr$t0& 'a TV FRU " *NOTES ON NV "T" LOCKS AND .CENTERMATES: OF CORNER 1 4°6aP1m° •"'""'" ^ CERrTERM9TE �ONE ALTENNATE FAV T LOCK. MAY BE 1NS�ALL®(N LJEU NTE OF HV LOCKS OR Q FOR ANY SPAN AND f�ax�Yt + �V 10• � INSTALLATION AT ANY E1EVA7�L E TE LOCK 00 Y RE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT n� Of LOCK(8 INCLUDES USING RF3NPoRCING I.00 2 ,AS SHOWN ON SECTION Hyl.,SHEET S.WKCH MUST BE 10+ I(�5 o. j. ;wi J, a -..- CONNECTED D CEtJ ETaiATES 0.N0 W/ 1/4'a z0 x t 1/2"LONG S.S.THREADED B(XT wf 7/8.0 tr 3132' �'� A� NItNGNLFT OR W/-9f4'0-2th1"SS.M.S.tN;4 A tf6�0X Sf$' R"1114% .'Y BE MINSTALLED AT LUDSPAH OR 12' �:!•�•NJ�r,°R�®• + tw 1,LAILANM ABOVE AND BE6D'R MIOSPAN.USE OF TWO COGNAC RODSP AND ECITOM IS MANDATORY: & CENRMATES: 1. Cf7tiER61ATE^S 3) OR TERWM-Zf ONE ALTERNATE HO LOCK(D MAYBE USED IN VEU 0r PICAL 1 T HY BLADE SHUTTE ELEVATION He Loacs OR FOR ANY SPAR AND RSTALLARONS AT ANY ELEVATION.ALTEMTE HD LOCK g MAY BE USED AS AN DN90E OR QUi51D�LOCK:ATTACHMENT OF HD LOCK 0 TO 0�IS Wf 3 18 X 3/8'F.H.SS.M.S.,AND INCLUDES tREIFRT3RCEAt7it NNSB7tT{cty AS SHOWN 03SECTIONSHDB-M AND'HOG-NLC,SHEET 10.LOCK MAY BE D�TNIED AT 64•fYSDAN OR 12'MA1<IMUM BELOW OR ABWE u:;0VxN.USE OF LOCKIN,a Roos @ is COMPLETELY aPilmm- Qn High Velocity flurticane Zone, 0 2O1S VSTDW METAL SUPPLY..INC. 4\CENs�T�9% BERTHA HYTTII C�N�. A.S■S■Q■ Accordion Shutter System FLU.mmE p w/aR w/o Kv.www atix flWT TESTING g ENGINEERING COMPANY American Shutter Systems 00CMIvov 61TC rlw x Am It n STATE OF 6=Mw.J€Ls a�FIs.va a A c,Lam;Rte."I Association, Inc. 1 OLD 1 t-tea 4H3/u D.Te 4/13115 c:—t:(ia3)et1-t53o.Fc.:(=)371-3531 4268 Westroads Drive s r E?LJ r-Dwa tNecoos Lvan No west Palm Beach, FL 3340; 3 DRAWING 15-085 "N',ZONAL E "�UIM `'ufci 3 SHEET P.E. SF1!�/�3!iSN iVfZE/DATE a 5 OF CRETE ANCHORS POURED CONCRETE (�,SIAaEI)UIE OR CONCRETE BLOCK POURED CONCRETE CRETE SHEEP 1J) IULtiIRED 1/4-p-2OA3f4•S.S. CONCRETE mum _ CONCRETE ANCHORS NAp4NE SC 4". REDV0HE0 1 TpR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 1©18 at ISLE w.CM @ ON st4:ET 7) SHEET 13) NUTS O 12.O.O. (SEE SCHEDULE 0.N SHEET 13) 1' 1' p m. I/4Y-2W//4•S.S. %W EQ MACHINE SCREWS EQ USING 1/4•-20 TANS 19 2' -_ O 12.O.C. I/ E D. �^ - I .250•Has. { -- - 3 w 5 / _ lL __.._.13 OR©5 O -- i.I 0.+ P • :I '250- Nm. oaneNAE ' - tioanow). `l I lit w^AmnH I 10 RAS s11mAta sm • • NEN.SCHEDULE O 70 cEr CLASS i a1°"sar�i.w"w° 1 r 7 OR ErQstu+G�—(sEE saHETanE oN STEEr 11)""-' C� Orom0Y4¢J LONE SS•ARATr0.4-TO CLASS 1 CC'S _._... .. �_ A r-(SEE SCHEDULE ON SHEET II) t 1 ® HV WALL HEADER INSTALLATioN � Q HV WALL HEADER INSTALLATION 1�V WALL dA ER INST/ ,lAjlQrj 3 KEYSTONE AIN.SEPARATION 70 CLASS amw'mGA55--. P (SEE SCHEDULE 0.4 SHEET I1) 1 am.La sm --<DOR 1�/ ` MIR SEPAunON TO LASS ' 1 DUSTING. �'n Ton I1XE SONO-' ; (SEE SCHEDULE ON SHEET 11) CLASS ) oA�Qti 1R EEHHW�� �tyy 6' / oPnaLAt S I I Ql � � � pL6TTNG f •1%4^OPT*-AL Mas. ' T F/,1�74 1/4.0-2Os3/4•SS. ...._ - Nih ` E M C RINE SCREWUSS HEAD 114"0TRUSS 20xD M S.S. SCREW L- 1 IH MACHINE SRNEY75 USItY, CONCRETE AYCHORS TIiUSs HEAD WY.HHntE SlFE5H5 1' 1/4"-20 NUTS 40 12"O.C. _ t-,I5E5 SCHEDU!E CH W/1/4^-2O NUTS O 12•Q.C. POURED COA'CRE IE J) (SEE SCHEDULE ON SHEET 13) OR CONCRETE BLOCK 59=- 1 3) OR CONCRETE(itACK .._. T..__. CR£7E ANCHORS REQUIRED WALL REOL9RFD I (SEE SCHEDULE CN PCIERED PUNURETEJ SHEET.14) F HV WALL SILL INSTALLATION DR DI1NCftETE BLLH7{ WALL REQUIRED EO HV WALL SILL INSTALLATION NOTE FOR COQUEATION°°Mme` INSTALLATION DETAILS W/ I-SEE SHEET 4 1'OR 71PC&SHUTTER • EDGE DISTANCEP 5EE UURAl10NS OF{A2 ION 2SW'N'OUhTWG SECTIONS CAN BE COMB= ISEE 5.'EGnCATIONS ON SHEET 13) BLADE If QN SHS�T 19 T HV BLADE N ANY WAY TO SUIT ANY INSTALLATON. UUNNN FLORIDA BUWNG CODE Non High Velocity Hurricone Zone ®2015 Dwra4 METAL so Y,INC. ENs� :'�9 _ — A S s A BERTHA HVTM _ IL ECO c A. Accordion Shatter System *: / �* American Shuster S terns ttv.HnDE;91 w/CR w/o H.v.lxwwv®.ALE .O: �!/ //�' TIWT TESTING & ENGINEERING COMPANY ON DATE DRAM rn: u.l. SAT 7E DF q Association, Inc. I OLD n-192 i/13/IS WIC: 4/13/15 9'•, JCR a Rr..3M v11?71 CARg 5.RORW Jli M.-;{xis)B7I-1 30,Fa;:(3os)e71-1531 x268 WQstroads Orrvc x i�FS+^•. ;G\Z``� .-,tet:I4Haaooat.ccm DRAIWNG No S/ Q E3-CW67l9 West Polm Beach, FL 33407 a ZONALIti111,1` WALTER A TAUT Jr.V.E. 4 ��—O8`5 P.E. SE &1A na7a1' 'x'4167 i SHEET 6 OF 20 cONCREIE ANCHORS 1 roam CONCRETE (SEE(SEE sa4mLME ON sHEtr u) � I m a (sus 1 OR ® msnNc I MCLI E) �'t__ mcE OF + a s9�x0 ' -I zr+Rau �a s it1 W star to ITn ' is aAa = ' exams g) 'r�Da sam+c- '; 9 A�1CA9Ef DaSIM CLASS 1 A 7nwTE' 1 tANCHOR ock wtl i X10.3/4•NIX WASHER HEAD 1 I I 11 a+ 13 Ort 15 3/a Im4. TOK SCREMS®tY o.c. EOCE OF 'HORS ttm IF 3/8 i CTEA6 7 (DEE SCHEDULE 0.4 SRM 13) —EDGE OF APPLICABLE S CIMAS +! AS IF SLAB ff , , 1/2 1 SLAB� • PPUCABLE ,it.SRI APPUC+�E .4. O. AMJCAMZ POURED / F�'`D F7AT IVZ CONCRETE AMC14ORS Ott . �r CONCRETE / D' (SLE SCPZ)ULE ON SHFA:T 14) •»rel I1R[mxO i y POURED __.. _....__.._ REOtaREO L 1 tx attT tR Hol --OOR CONCREFE FW MEAD CWiCREF ATifA1017S 1 OA1ama� REOUZRED a, 0. (ScE scRouLE ON SHELL 14) li .TRENCH INSTALLATION V —0 E NSA 0 DESONLY RLP 65��h'FOR SPANSPSF APER (FE HV FLOOR INSTALLATION t SCHEDULE 03. SHEET It C� HV CEILING INSTALLATION CONCRETE ANCHORS -1 1 (SEE SCUMUL E ON `-- a�H ^--�z.+mint O "T SNc'ET 15) 1/4'0 mr BALAX UP=W/ 4RI nl + + DUSTING TM iC foMi6 I y Dam-xI EU6TNC ate..a .r„ �Q class-, 1 r t m.„ w/ I CLASSGSD , I _ i ,31e LAK nf=wa o ULAU. - rnz Sawa a+ 1 ae rM W ro V-W sw,xo 0 I I �,1 '11 •LAD.SMANT 0 sRxc LYSES nw4 �I 1 1 s.e tr To e-o'I ApnY ! 9 3 at WASH tt F ) wF TEX SCREWS .SMANT ef4.3/4' HEX FtFJD�.,�� • + 8' 1• sfaY-mt!/a'ss 05 SEK SCREWS 4 9.O.C. {14W4•SA.S. I�1 1 1/4' 1 �.'{�, 1 a'-Lt Nu:S OR 1/4'0-20 Ss.Ns. i CONCRETE ANOHORS 1 __ _ G 77 ]7 O S'a'C ___ .:. too.. I.� ��, o,z'MC. W/NUr 4 9'O.C. i (SDE SCHEDULE ON91ELT 14) t %' . stir-----= 17 tx 18 t/2• .t-_ 17 18 I i 1 •'1 J. Tsui. OtsnNc HDN sTRtIDtWUL .,.. 'I MILL ins+(OCGCWATNE 1.-• eo. stw J EDGE or e t T/8f' APPIj^ t Io14s s/a4c•. S.O.S.1 T ._. sea A"W'cSLAB0 ONCHORS NOT.13Ab) NOTC/NC - SEE 1. -� PCUitED COtX;2EiE-- (SFE SER.MLU ON ON SHEET T CONCRETE ON SMELT 1 - _.-...__.............__._ OR CONCREra BLOC!. SHM 14) OR CONCRETE BLOCK REOUPED REOLN" O KEYSTONE MOUNTING INSTALLATION K ALL ttxuAa4 Asa MSGN RI^Uxt, c HV WFLOOR lNSTATION P0�'D Q © HV WALL WALK-OVER INSTALLATION —MM SMmu SPAM e•-0' RECustED (J HV RAINGUARD INSTALLATION tRAIS INSTALIA1104 SHALL BE I N(1¢FOR COWNAITOY OF[£CHLOR"• REJWNASLE�WHEN POWOMBAM 'E D.v F INSTANCE SENT TO AN OPEPJa•AE M,, ♦sEt wrtanO!ts or,FOR 1-SEE sN�r 4 FOR 1T1MCAl.94mfER (SEE sPEarTrAnoNs at +DET,3)WLY OR ENTRANCE LTiAD[�aN SHEET 18.__ INSTALLATION DETAILS W/ I HV BLADE ZN MY�TO SECTIONS�,�APOK — FLORIDA BUILDING CODE(lion High Velocity Hurricane Zone A. fl(1 !J ®2015 EASTENN KETAL SUPPLY,INC. ��GENSF •.9 BERTHA WEI4 !�' S A Accordion Shutter System L�> �L E C O �a�. ■ ■ ■ ■ RV MADE y1 W/DR W/O 10.WMM RADE PWT TESTING&ENGINEERING COUP Y American Shutter Systems Lv_ DISCRMI-1 DATE ORAW+Ier: of AN •u�, TATE OF ::w� au Nb,sui Sc.st..m.vA?sA,x rAv�lcz naRrA 3.r Association, Inc. 1 00 11-192 4/13/15DAT@ 4/13/;S�,••• p1_1:(305)871_15w.rat:(303)8)1-ts31 4268 Westroods Drive z DRAWING No ,,,AAAFiac S�•O..N..A.4..F G��l; F3407 sc1 West Palm Beach. M_ 7104 15-085 WALTER x n Jr,P,F- FLOC"Er`4tb7SHEETP.E. SrIgxt/SIGAt;E/DATE 7 OF 20 SEE END WALL CONN AILS ON SHEETS 10 do 18 %E Noses ON EOCKIMr ams®.Nv LOCKSO v p OUT E-1—N ] IN ` WSTINC G r INSTALLATIONS 11,1111,11"I (D V NID ALTERNATE IN LDDC 0 O SKEET S. 50 f LA55 BLADE W HV CENTERMATES **MADE� ,1MAX «-moo OR SEE END WALL CONNECTION t0+E�5�©' ©•�°' "MNCCLASS DETAILS ON SHEETS 10 1 ----- ------------------ ZSZ'At/flSq'-2 I O•®aQ+®m�.Q 3 7- (COW /4' 7• 6 1/2' 7- (S0 76 ALUM AUL OPPOSING AxrtE r/(z)1/4Y TAPWiV t/2• �1©.® SYMMETRYCAL FNCI(#ti Ta CONCRETE - CENTERMATES CE T R ATE S (TCa/w7w h MIN.S&ARAMN (4)f,m1/z'sus.Ta T,9E /tont/s•s.Ns.o T2' W/ HV L0�2CK = or �Sf To CLASS AT EFL}!Htu'TE(T14) o.c.,TnL LENCNT. JV/ V LOCK _ or (5EE sEHEOULE 5 * 35* I N 3 ON-%CMT 11) j ---------- - - ----- � - - ------ ---- -- -- - 5 1/2- 4 V03 +70 0-0 a \\_@1 ®.@77 1G•Q� L- 10 a OUT ®' 10•Q�©•�®•©a HVA HVB ©W®°©,OuOw to•f�3 a D1STitY HVC _POURED O C0:"M OR O Q�O ^O ,E� cotx TE WQCR WALL 6 .7 - 6 •7 i IO+Qa^�•�a l�� PE«,• $YMME:TRICA� IN 6 7�•�°Rt.,;J'Q'QO4 eml.'sr'pARtnON t 8•®w O9•®«,Q.QJ\CLASS O CENTERMATES / ©• ®«®•Qp (sErosc nLE 5 I * W HV 6 (INTERICR) ®'® �•©"�•Q a+s,tFr,t, NtN, CLAS 7ICNTO @ o�- ON 11 IN ice) --- - -- a —- OUT CONCRETE �.., uaa,aTs o OJ VAMES w 2W 6 1/2•HNC.SLACK HVD OUT ` 5 ` ) HVE HVF** FLOMPA BUILDING CODE(lion High Velocity Hurricane Zone 0 2015 EAS ERN METAL,SUWLY,INC. BERTHA HVTm A ate!. . S.A Accordion Shutter System /7LrEcom-. \ . 1(.V.BADE#1 W/CR W/0 KV.WINDOW BADE - TLLGT TESi1NG h ENGINEERING COMPANY American Shutter Systems D%3m"ON DATE GRRAN M. v-1 STATE OF 'M'xA.3eA u 'n�.W2 m owasa Aasacfallan, Inc. 1 0u1 11-192 4/13/15 aAtt 4/t3Jt5 40� ,,—.:0,571-1570.F-:(505)873-1531 4268 Westroods Drive z o-mat;e¢v.04a1 , Wes' Palm Beach, FL 33407 = ORAWING No E�C.��`�� �a tuft�., E n 1 LL 15-085 P.E. S2AL n(�NAil'tE/BATE 6 SHEET 8 OF 20 POURED CONCRETE OR \ R POURED CONCRETE M cOxC—jE OCON R CONCRETE RED CONCRETE OR CONCRETE OR CONCME CONCRETE BLOCK WALL O13LOCK WALLREOUM BLOCK WALL REQUIRED REWIRED BLOCK WALL riEQuirav /--D CGMG CLASS DOSTiNG GLASS CON c ANCHOR �EIOSRNG GLASS / 1- O _ _( 2•NW �S w GLASS O 16`O.C. I J_ -] 2•IM -1j !NL SFMatAPriR(SEE r+ Y'• A Mft SQ*AAMi S HIM"ON 94Er w SMARMICHI i+ LK SiPA1L111GN EO EO lD gl5t(sE 11 FOR BIM(J)AND TO GiJSS(SEE + TO CASS(SEE SOEDIIE ON 9EEr 1/167:3`MAA(. ON SHEET 19 FiAt t EEBADON SHEET + SCIEDOE CN SHEET OAND 11 F1R RACEOM) (606346)CONT. 0ADES CL)G® ON SHEET 16 F01 1f2 11 rc"ori $aT9 AMD ON 9EEr 10 FOR ALUM.CLOSER .(LOCATE AT ( , BIADFS O&Ql EO7PM(5)SSE 1 EL"a0&tg1 I'lA ( 9 E "') +/?•4N (1ITIO�F& I i USE I"OR 2•WX Mw (AS-APPUCA&EW*.1/B•W'-2" jt041/2'SATS. I --' ALUMNUN CLIP ANGLE t ----_ r1Ox0 1 S.MS..- O 16.O.C. O 16.O.C. ---� --� d (6063-76,NLOY}AT NIOHEIQLr 4 ` - (2)1/4.0 TAPCONS�ANCNOAS TO S SFE DETAIL% 'WAM AT 1.O.0(LOCATE AT WE CONNECTION OR L& F37HtR SIDE OF 1 OR(91' SEE -s T e•-(�•e�- DETAILz TOR TRACKS SED dDE cotOUCION W ® SIDE ss o_ NTo TRACKS To •®' TRACKS O•Q �•Q•�- 8•'O-0-0-0-0- o•�•�©y-®'�Q•®- 6 7 • 6.T. � ®•®-t�•®-O•®- . END COLID•®-�.Q�-®.mo4� .� NNECTION DETAIL4 END CONNECTION DETAIL 10 END CONNECTION DETAlOR l02O i RDMREU OMY FOR SPANS CRFATM THAN 12•-O• POURED CONCRETE AL —�EXIMG CLAS COW-AVE$LOGIC WALL GIEXISTINASS d d REGutRED _ 1 1 tII TSO CLASS{ $ 0 76S.C. .M LQL—SEPORAIM a�------ ------- /� 11 FortEEiE ONO CON 1/z-NR7. i0 itAS"i DI ... ----------- /, `,}•� C 019EII iEDJLE ON 19 FOR IWCHCR OFOR IRA.'tE ONO d OR �OR,.1� FNCRLIE 12.O.C. Q ORti711/2dOR VI--_—_ 2.LAN. EO _ ♦SEE UMtrA'i10N5 Cf U.•.E FOR ' SEE QDN SHEET f9 ,�Oi�OF2 j�OR, OR� VIEW Y 5 (1�OR ®' PIAN DETAIL LPOUM:D CONOtETE OR , OR� "®-©•©-a + •®- TION CMiCR„RE BLACK WA21 REQUIRED ' '�'©'ID- ©O ®-©�•�- (1}HV BLADE OR 06 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q5 eO®-���®- 9 END CONNECTION DETAIL 6' Q®-�®� "®'® FLORIDA BUILDING CODE Man High Velocity Hurricane Zone SER..A.TI i 0 lois EASIEAN LLErAL SUPPLY,LNC. '.. ...�[/r%, �Q :i�9- �_� BERTHA VTA1 11L IE C® ,a�. A■S■S■�■ Accordion Shutter System ,tV.MINX NF1 W/CR W/O H.V.H(NDM BLADE ijc�/Jl it_ American Shutter Systems N DAM ORA"Err-. UL t TILIIT TESTING k ENGINEERING COMPANY ASgOCiatlOn, Inc. + OLD tt-t92 4 13/13 OATL` 4fi3/t5 �. STATE OF r" duz nor. s w.3M� Qwea no yl / DK—k, Pna e:(7D5)8T1-13SJ,Fc,;(W5)871-1531 426(3 Westroods Drive : ORNMISIG No _ �C�`` c 19; West Palm Beach, FL 33407 } 15-085 wkTEA A TUN 4.M 4 P.E. `ilLid1�A+(i1RE{DATE f1°�`+^ 1 u16' i SHEET OF 20 SCHEN FF !iT SCHEDULE i2 SCHEDULE $3 MAXIMUM SHUTTER SPAN* -L+'OR 'L-• MAXIMUM SHUTTER SPAN* 'L+' IMUM_ SHUTTER SPAY*'L+' ......""..--."_........'--' (R.). FOR INSTALLATIONS & Wor oror �y, OR -L (R.)FOR R 'L- (It.) INSTALLATIONS INSTALLATION a �N LEGEND '.!'l4gS: .0 CII' 6 INSTALLATIONS W/ CONCRETE u WOOD (1)L+:WMIMUM ALLOWABLE SPAN FOR A GIVEN WJ ONE H.V.LOCK 0 or®or or &)WI ONE HV LOCKS MANSORY POSRnEA.S.D.DESIGN PRESSURE RATING. HD LOCK ®W/NO LOCKING RODS or ONE HV LOCK or 16 or ORW/ NO LOCKING WALL A,B,C,D, E, M, N,O.P, 0, I-:MAX ALLOWABLE ABR BLE SPAN P RA OR A CNEN NEGATIVE CEN[ERMATES®&®W/ONE HV W/NO LOCKI G RODS® ODS MOUNTING F, K&L R. S.&V. LOCK®W/TWO LOCKING RODS®TOP& (SEE NOTES tilt) (yALM FOR UOU�p G (2)PROCEDURE TO DETERMINE MAXIMUM SPIN FOR BOTTOM SEE NOTES SHEEr 7) FLOOR/CEIUNG 0NG. H• I, 11,3 T, U.W k X WALL MOUNTINGS(TOP/00170M)OR FLOOR/CEILING: MAoyY 0 ^.ftElE h wow DNSTr31A110NS Q � CONCRETE&%VCO NAV" CONCRETE MOUNTING M & GIVEN A POSlM AS.D.DESIGN PRESSURE.RATING, A ASA DESW AS — "a bcsrw w5tAXIA310tS 14>a9AC WALL MOON= FLOOR/COLING ^� '�U•IICanNtN+G � ROOP/Coun NOIINI3IG OETERYNItY►wtiMUM SPAR 1+'FROM SCHEOUIE. > MOUNTING (tX @ (�1 N GIVEN A NEGATIVE A.S.O.DESGN PRESSURE RATING. (r CA-) _ (.a-) / t+at-1 trot uaFrtL�c DETERMINE MAYW14 SPAN'L-'FROM SCHEDULE. t 4,(N L i i L-(N L 4 W +L-(AE t 4.W TIT I� MAxaRUM SHUTTER SPAN'I+'OR•L-'FOR 30 OR 16'-0' 1 16'-0• 16'-0' 16'-0" 30 _ _16'_°• 16'-0' 30 16'-O• 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED 70 FINAL UM14UM AUAWA13LE SPAN IS EQUAL TO THE 35_ 14'-t0• Id'-10• IS'-?• 16'-0• 35 1d-10• 14'-ID• 35 15-2' 16'-9p• I05 p�T.AS.D.DESIGN PRESSURE RATING. DETERMINED SPAN BETWEEN It AND L-'. 40 u'-10-l0• i3•-to• W-i• as'-2' 40 IS-10• u'-lo• 40 14•-2• 15'-2• (3)PROCEDURE TO DL7T WWE MAXIMUM SPAN FOR 45 t3'-i• 1S'-1' id'-4• W-3' 45 13'-1• 13'-1• 45 ffi13-4- I4'-3'-3' 'r W CORNER CENTEIMJOE}3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUMW'CS 50 12'-5' 12-5' 12'-b• 13'-7' S0 12'-5' 72'-5" 50 -1' MOUNTING INSTAUATIONS.LOCKING SPEGFlCATIONS 1Y/FLOOR/COLING MOUNTINGS: - 12-11' 55 tl'-10• il'-10' 55- 11' SHALL BE AS INOKATFD ON MANOA10Rr CONOnION j2 FOR A GIVEN POSITIVE ASD.DESIGN.PRESSURE 6011'-4• 11'-4' 60 11•. NOTE 15.SHEET 5. RATNQ 65 f0=10" 10•-10' 11'-1' 1!'-11' 65 10'-10' t0'-70' 65 -1•70 110-6' 10'-6' 1G'-9• IV-5' 70 1o•-6' 10'-G• 70 4' L1+,MA7(.SPAN FOR WALL/COUWOUNENG INSTALIJ.TIpr15• L1+a-MNL.SPAM FOR fL00P.jCdUNC lA0UN1I7G 75 t0'-1' f0'-1' 10_-4' tl'-1' 75 10'-1' SO'-1 75 9- tt D(CFPT THAT MAX WM SHU17ER.SPAN-L+•OR IRSUWATTONS. 80 9'-Iw W-10• 10•-0• 10'-S' 8o 9'-10• 9'-1o• 'LAND MAXIMUM A.S.D.DESNG PRESAAtE RATING FOR FOR A GVEN NEGATIVE AS.D.DESIGN PRESSURE 85 9'-6• 91-6' T-9' 10•-5• 85 9'-6' 9•_6' INSTALLATIONS.090 CONCRETE OROONCRETE BLOCK RATING: 90 9'-3' 9'-3' 9'-5• t0'-1' 90 9'-3• 9'-0' SHALL BE UWIED AS FCLLOY&. DETERMINE: SIS 9'-0' W-9' 9'-2' 9'-10' 95 9'-0' 8'-0' 1-- CONNECTIONS TO KEYSTONE MOUNTING bt MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' 8'-d' 9'-0' 9•-1• 100 e'-9• B'-4• LIMITED TO +64,-72 p.a.I.AND 8'-0'SPAN, SEE Lz uAX.SPAN FOR FLOW/cepiNG MOUHDNG MOUNTING(g)OW SHEET 7, INSTALLATIONS. 905 8'-7' 7-11' Iii, 9'-4' 105 8'-7— --7•-11' 1t0 8'-4•_ 7•-7'-ii-7' 9'-2' .to 81-1• 7•-7• FINAL MAXIMUM ALLOWABLE SPAIN IS.EOWL TO THE 115 8'-2• 7'-S 0'-4• W-11' its 8•-2- r-3 SEPARATION T© GLASS SCHEDULE MINIMUM BETWITEN tt+% L2+.•I.,-AND u- 12e'-o• 6•-11' 0'-2- W-9• 120 9'-0• 6'-Lt• _ (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 r-70' G-81 D'-0' 6'-5• 125 T-.10• 6'-8' ALLOWABLE SPAN AND NECATNE A.S.O.DE=11 130 7•-6- 6•-S• 7-Hr 6'-1' 130 7•a• 6'-5• MINIMUM PRESSURE RATING 10 DETERMINE Nl1XONUN-ANC}IOR 135 r-7' 6'-2' T-9' T-9' 135 r-7- 6-2 WIND ZONE p�rr,-r! SPACING• 140 7'-5• 5'-11- T-7• T^6' 140 7'-5' S'-tl' ASTM E--1996 `SEPARA11ON _ 145 7-3• 5'-9' T-5' T-3' 145 :F--3;-- 5-9��- TO GLASS 150 7'-2' S-7• 7•-4' T-0• 150 7-21 5'-7" 155 7'-0• 5'-•5! 71-2• s-9' tss r-0• 5•-5' 1 THRU 3 1" 160 6•-1t• W-2• r-r W-7- 160 6'-1r s-2: 165 V-10' 5•-r 71-01 V-s• 165 s,-10• S•-r 170 6'-9• d'-11' 6'-11' 6'-2' 170 W-9• 4'-I 1' 175 6'-7' 4'-e• 0'-9' 6'-0• 175 W-7' C-9' 160 6'-6• 4' V-6' 5'-10• 180 4 1� H V B LA D E 185 6'-5• 4'-6" 6'-7' 3'-b' 185 6'-5' 4'-G' 190 6'-4" 4'-5' W-6' 5'-6' 190 -6•-4• ....4'-5 195 _6'-3'-- -4'-3- .6'-5' S-5• 195 V-3' 4'-3' 200 G'-2' 4'-2' -6'-4' 5'-3' 200 6•-2' 4'-2' 205 6'-1' 4•-1" 6-3' S-Y 20.5 6'-1 c-+' FLORIDA BURDING Ca(Non High Velocity Hurricane Zone Q 200015 EASTERN METAL SUPPLY,INC. +``gppOtlllNplp7jrr vWHA V TM Accordion Shutter System S(. 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