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ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME:_ p C NOA or FL# �ter ADDRESS 2 4//-�Ce NOA or FL# CITY/STATE tt. d',C/Cc F , ` NOA or FL# CLADDING TYPE: NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vu/t) 160 SDE„ l `111ND.SP �( stl rw 6ROLL DOWNS, WINDOWS, MULLIONS, AA 6•'t EXPOSURE B HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 WIND DIRECTIONALITY FACTOR 0.85 EFFECTIVE WIND AREAS ENCLOSED BUILDING.GC +0:18 <=10SF. 10SF><=20SF 20SF><=506F P�— POSITIVE PRESSURE (ZONE 4+5) 41.0. 39.22 : b 36.7 � � NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 -47.9 —45.2Cll 1 + NEGATIVE--PRESSURE (END_Z0NE_5)___ ---61 7 � . ,' - _.5 � _ —52.0 x� PARTIALLY ENCLOSED13UILDING GCp1=±0.55 <=l05F • 10SF><=20SF 20S.F><=50SF POSITIVE PRESSURE ( ZONE 4+5) 53.9 52.0 ,p r 49.6 9 t' r•.,. $ -','+ NEGATIVE PRESSURE INTERIOR ZONE 4 -64.4 � .� -62.3 ,' ,' -59.6 ( ) k NEGATIVE PRESSURE (END ZONE 5) -76.1 �',. . �; -72.0 „ ' -66.51 LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES -- 8/10/2015 JNUMEA UNIT SHUTTER PRESSURES MEMO SIZE SHUTTER SHUTTER SHUJ�'ER S"rtp g }M . •P ELS TYPE W H W HEK3HT SPAN # Q SPAM 60I«TEA of C ZJ X 70 X79 4/-r 4/� b f- 37 83 Yj- ?t ! v 7. v �J 3 ` `�' 12 92 x 05 Atl 177 Alr- r 3 Z31 S-7 . I.X /.� Coastal Shutters And Stuff (772) 335-9198 Port St. Lucie 1772 461-2116 Fort Pierce C, �,� 02 Yy L �"f 4 J/v,.rs-7 CUSTOMER'S NAME PRODUCT LAYOUT SHEET t� a 0:i V f • J V" •�rs �r � w ro 0 N � During installation we must have access in and t ACKNOWLEDGE AND UNDERSTAND THE ABOVE out of property for good installation. Owner, or someone with authority, must be present during installation to inspect and pay balance due. I CUSTOMER'S SIGNATURE Florida Building Code Online f � s •, a�zx "m i �� r;PprurcntSCIS Home Log In i User Registration Hot Topics Submit Surcharge ! Stats&Facts I Publications i FBC Staff i SCIS Site Map ' Links i Search i Busines `f '} product Approval Professional *USER:Public User Regulation Product Approval Menu>Product or ApoiicatlQn Search>Application Li si>Application Detail •' FL# FL389-118 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer , Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE 1 Validation Checklist-Hardcopy Received Certificate of Independence FL-389 R8 COI HV ACCORDION CI_NONHVHZ.pddf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005' ASTM E-3301 2002' TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code http:/Ar".floridabLilding.org/pr/pr app dtl.aspx?param=wGE\/XQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 1/2 7/2012015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summa ry of Products Model,Number or Name Description 389,1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks i 3- (Non-HVHZ) - Drwg 15-086 (top and bottom) for storm protection �'Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R8 II A.§.S.A, INC. DRWG.15-086,t)d Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.Large Missile Level "D".Max span is I2'-7"for 35 psf FL389 R8 AE A.§,S!.A. INC. PER DRWG.15-086.i)df positive ASO load and 13'w-0"for 35 psf negative ASO load the Created by Independent Third Party: Yes HV3 blade w/o window blacle,5'-2"for 110 psf ASO load for HV3 blade w/o window blade and W-11"for 62 psf, 9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max. ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)-Drwg 15-085 (top and bottom)!forstorm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL38 9 R8 II INCDRWG.15-085pd Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D". Max. Span is 16'-0"for 30 EL389 R8 AE A.S.SA. INC. P,E.R. DRWG, 15-085 HV.pd p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes ilocking rod configuration for the HVI blade, 8'm-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7-10"for+75, -75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. for HVI and HVIA working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. - ..........___.___.__........ 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)-Drwg 15-084 (top and bottom)far storm protection Limits of Use Installation Instructions Approved for use In HVHZ: No FL389 R8 11 A.S,S.A. INC. DRWG.15-084.pdf 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'-13"span at 30 p.s.f ASO load EL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084-12d for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively Contact Us:; 1940 North Monroe Street.Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement;:Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455,275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. 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YAM1.936' 063-TO ALLOY AND TEMPER 1.91r- _r .063• 00.!• 09J• tD3e' .too •t .11Q elo Lew em 11 FN CEILING HEADER � . v- . . H1p �SE�DERLSILL ©1D CEILING HEADER/SILL 61l $� ED FOR USE W/HV BLADE(I LY. aMR6063-T8 ALLOY AND PE 1 ONLY QUAURED FOR USE W/HV BLADE(D 14III) WALL DD1IiT1Y�- R Q O 1®SND CEILING HEADER/g�((�- SEE SECTIONS FOR VAU SFE SECTIONS FOR VAUDRY. WAUFlED FO USE W HV QUALIFIED FW USE W 6083-76 ALLOY AND TEMPER 6063-78 ALLOY AND TEMPER B1A 3USEY. 606}78 ALLOY ANO TEMPER O&O 6083-T8 Y AND TEMPER COMPONENT A 0 T1 72 BLADE X Y L Mfl X Y LIE E t Y 2' 126 2• S•MAX. 1 � i/B• W(D J' J' 0.080 6'wx 0.1w 0.19Y FNU2 WED ANGLES ALUMINUM ANGERS t -- CORNER POSTS-- ®._ 2S- r WX. a19o- ai9o• -NvQ— �ALFlED FQ USE Wj HV WED F ItSE W/HV QUALIFIED FOR USE W/ALN ' - - - BLADE 1 & - 8063-TB AND TEMPER ADE I BB 603-TS SC AND THHPER 6063-1'8 ALLOYAND®PER %Nalumrouhni FLORIDA BUILDING CODE dkn N Yeloci Rurtleans Ione `���1Q.�•,.••••••..,�/���i� ®2016 WWW WEAL SUPPLY,NC. A S S A BERTHA HVTw • /� Accordion Shutter System I LTEV O I N t. v BADE 1 W OI M 0 N.V.ww6w BLADE a lLv BODE -q ,e Ametiean ShutterSystems 9�; F *� TILER TESTING t EtitgNEERINO COMPANY VAOWN M M. Onine=nw.-mm s1.stw 3o%twom aMcom nam%yl Aeaootatlon. Inc. + oto 11.91 Ot a/la DME. 0 13 13 ' PdaN:(am)eTf-te3o.rot:(s6e)eTt-last 4288 Wes troade Drive : PAL N\ , West Palm Beach, FL 33407 a DRAWING No W/11FA®A I�W7TiJ.P.0 4 -15-084 P.E. SEAL/SIGNATURE/DATE na A w./11M7 a SHEEP s IrAo t1011E1 .745• . t2 *O.FASS t '� owo.1YPt�PAN" TgtM.062• �s1 temm ew�ss cnarolR •� &My(OUMM (a�E PIAi1D) Q bV ! MATE H�L1.S ri QUALIRM FOR USE W/W SLADET& ONLY by.FL TI QIJAIJFlEO OR USE W/1N �OUALIFlE W/W 6863-T8 ALLOY AND TEMPER EO FOR USE W/W BLADE 1 & 1 ONLY L 6863-T6 ALLOY AND TEMPER BLADE 1 &�/ ONLY. &®ONLY. HERD WALIFl8863 6 At10IOY N0 TDalp DR 1 ONLY PUISx 2woa T. g M01DED 7 -. SCREW "A -AFIFH RAtERNG 7 UEFOR 2d1/40'0-- / M M S.S. -MUMBSC EN I A!9— RIV1+iUT* AllMW(=4-73 AM"IMME nAMW im 6r AVO As i -i t - s+m e6mJDrr.PM/0820. lAMtiAttIIRED D. -1 sROKT I CREAKY to a%K PPAOV ,to W iwl et 07M OR mtm_ ® m( MALE "T" LOCK �A7E KIR FOR -T" LOCK CIENTIERMATE QUAiaTED FOR USE w/ Mr BLADE 1)ONLY J�1Lj� � HV ALTERNATIVE /LOCK W QUALIFIED FOR USE W/IN BLADE 1QONLY 6863-78 ALLOY AND TEMPER QUALIFIED FOR USE W/ W BLADE(I)ONLY yyr IFIFlBt�AOEFQONLY. QUALIBtADE�(�ONEL W 6083-T6 ALLOY AND TEMPER 6083-T6 ALLOY AND TEMPER 3.161 Cn*w OR 663- ,683 ' 0.675.166. 1.125•Mon Hp MATE ME/ NO MCKIN HD CENMRMM WZ LOCK0 ALIFIED FOR USE W/ NY BLADE 1 .030& 2 QUALIFIED FOR USE W/ HV BLADE 1 &2 o 1.917 6063-T8 ALLOY AND TEMPER 8883-T6 ALLOY AND TEMPER HQ __ t2•Mw. 7"DCYLINDER D fOR USE W1 W B 1(l�&Q .,.(�may&04 u 1d 63-T8 ALLOY O TEMPEROTURN I 4-i- t1/2- OR RE o t1S �� t.76 u— @-LOCKINGRoad - - - - clx-- - – QUALIFIED FOR USE W/AN BLADER&Q HV 2 R*-0-15 AQUAL � 1/���� 304 6Y REGENT KWGWARE MORRSE LOCKS SM 2333 NOOK DOLT LOCK. 8063-TB ALLOY AND TEMPER �J�..,.Ys © )INSTALIATION WILL RFAUIRE A 7/1 LE THUMBSCREWS QUALIFIED FOR USE W/W SADEtr�T}.©&(J2" DRILLED AT TRACKS FOR PROPEL FOMENT QUALIFIED f0(t SLADE D&© QUALIFIED FOR USE W/Hv BLADE &l27 FLORIDA BUILDIHO CODE Ckm h VeLocityNDrticano Zone ,..�„�••��'"" ���•p�R •rl(r igAt'i 0 2015 VSM METAL SUPPLY.INC. �uce• j — SSABERTHA HVTM _ /�Il E' 1 �4Z INC A, W n Accordion ItW/OShutter System American Shuster Syetame k BADE 1 O RY.AUX__ DRAM UP Y.BLADE ;• STATE OF S TICCIT TESRNQ & ENGINEERING COMPANY Atsaaalatian. Ina. t coot n-Hi raps/ts MID 13/15 ' Atas Mac 3W 31..SW 708.%VMM OAt DUA nO M sat Ptm _(a65WI-t836.F�t(sos)6n-+631 42Fi8 WesUoada Drive 2 DRAWING No �4y�7jtOs jtf. .ij'�lti`p�` w d,oan West Polm Beoch. FL 33407 wM.1 : - p tR A nun Jr.AE 15-084 JJJ n ate nm"Lt.!,"for 6 SHEET P. REjDAM; e 3 OF 28 .y 41 4 SHUTTER ASSEMBLY SCHEDULE FOR HV HV A AND HV Q BLADES. Q HV BLADE 1 "' ® HV BLADE 1A 3 20 HV BLADE 2 or I 474 n ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING 31st/ ® HV NYLON HAT WASHER EXTERIOR 'A HV WHEEL CARRIAGE AISI 302-303 SERIES 41 4�5 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS Me or (( ® or ® Xc AEOUIEE REMEN,Sj Q®Or® ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD I HV 2 3/4" ACCORDION PIN W/ #8 HEAD * II EXTERIOR ® (SEE SHEET 27) IMPACT RESISTANT HV WINDOW ! i nL®or® « TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1- 1(V PIN®OR®AT (1) W PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR EXTERIOR BOT)OM KNUCKLES OF H/ACCORDION SYSTEM W/Wo OR x0.324' BLADE'S KNUCKLE. HV®BLADE 3 (SEE NOTE * FOR (2)Hr PIN®MAY BE USED IN LIEU OF 0 AND ONLY AT - REQUIREMENTS) DagaOR BOTTOM KNUCKLES OF FIV ACCORDION SYSTEM W/W O BLADE WHEN CORRESPONDING TO INSTALLATIONS-CC`AND-OW. SHEET 22 (3)-WPIN®OR®W/-1/2.0.0. 1/I6•THICK S.S.WASHER- - SWW.BE USED FOWDIRECT MOUNT INSTALLATION PER DETAIL X, ff l3ARRIAGE DETAIL-- -- _ -_ - - - - - - SHEETS 11 &24. 'ASSEMBLY LAYOUT N.T.S. N.T.S. atttLttNNMpgh FLORIDA 13UILDIN0 CODE Non High Velccity Hurricane Zane `���=`�,,,••••:•.,,C//.'�i�, 02ois EAITERN NEIN.SUPPLY,INC. BERTHA HVTM IL E C 0 toe. A,S,S,A, Accordion Shutter System RV. — V.BLADE I W OR 1/0 W"MAKa RV.Mw ill Amertaan Shutter Systems DESCF& , DATE oBawn�; TILLIT TESDNG & ENDI14EEMHO COMPANY -��,c:-•, A .'t4� am rawxe.st,Se..am,maw GAF40M FUMA 37t Assoplatlon. Inc. 1 OLD 11-114 ra/rs ouc of/iS 1s ���ORIOA Phos",(506)871-1530,Fmt r(303)471-1331 4288 Westroads Drive = DRAWING No ...... NS%NOW � t tWw9el~tsTER A.TUJr ,° n West Palm Beach. FL 33407 4 - 15-084 "11norm Uo./411w a SHEET __ P.E. $EAL/SIG.NATURE/DATE OF 28 Ix. NOTES ON HV I gS AND cENTE AIR ATEs t.MRAMORY OffM WN it-ONE NY LOCK }or I%SiN1L SE USED AT t/2 OF SHUTTER SPAN f'OR Mt/SPAN OR 1x'ABOVE CHt J(2 OF SNUFFER SPAN SPANS uP m 105.AND PDR TIONS ANY ELEVATIOK Hv tOCKor¢.9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.AIIAOFNED TO ORQ,�T TES w(2) 1/A 20 x 1/2'LONG FIAT HEAD$.S.ws.Lom110N OF=SMALL E AS DINGTED ON ®eLJ¢ 2. IF DESIRED.FOR BETTER PERRDRuk�E pR FOR SBCURM PURPOSES UP 70 TWO HY LOCKS OR Y 8E USE7)AS AN 2NSKIE OR tlttiS70£LOCK.CONNECTION OF IUCILS m CENFFRMATES OR�1 W%W BE AS INDIG7ED ON=,&)(i)ABWJ~ Iry W. OF LOCKS SHALL.BE AS INE}fCNI ON 7YP4AL SHUm LTH:wnou. 3. OR W=VAMAMM CONMMMm" ♦ �.41L5E11 i9�1tifD.ftilF<J�LOCKING RODS ARE NOT RECIUIRIED AT E P06TROK BUT MAY D G °"® 8 USED IF DESIRED 70-ME SHUTTER LOCIONG RODS Q§OR AN A13ERNATNE DEVICE MAY ALSO BE USED AT STACRING POSHION(NON HURRiCANE POSLTIOH). 4. ONE F1Y LDC' t BE USED AT CORNER COMMAM FOR ANY SPAN AND D15TNJ.AIi®¢O�NS AT AN�FIIYA'TiON.!N/[) /4or SFfAtt BE USEQ AS AN OUTSNIE OR DLSIOEATTACHED EDCK, ATT TOOTPDLI SHALL BE ISI ILOCAIS 10 LONG FLAT HEAD S.S.U_&Two LOC" LOCK SH Il-2D x L 8E DJDICATED OR]YPImL U11FR E1EVA7SON $ MAXIMUM SHUF7'ER SPAN SHALL BE DEIE]WINED AS PER SCNEDIAES SHOWN ON SHIFT !2 j1hR as QNE AVERXXTE NY LOCK MAY 8E IN tHEU OF HV t1TC' ar FOR AHY SPAN ANR U 4 T UST TANS AT ANY f11VigWN.AL TE LOCK MAY lI£USED AS AN DE OR OUTSIDE LOCK.AT7ACHMENr g d� OF 1/4f-2WIV SS THUN8SCt2E1V 7D s�OR CONI RIMTFS SHHL BE WOE V/ 1/4'0-xax3/4'ALUM. al; RNNUT AS SHOWN ON SECTION NYE;SHEET'8.OI�LOCK SHALL BE USED AT 1/2 DF SK#11'TER SPAN OR TWO I t 5 LOCKS AT 1/3 OF SHUTTER SPAN. ;NDTFS ON HV 'Tw L_OcKs AND CENTER AT L SEE t. 1L:ONE ALTER TE Hv'r•LOCK MAY BE M LIEU OF HY LOCKS oR FOIt ANr SPAN AND Qi0 i® TAALI/4 AT M1Y ELEYA7TOH.N. 7£LOCK Y BE USED A4 AN RStOE G £LOCK ATTACHMENT t5 aN- o t' c x x L o r c x v x x OF LOCK WCLA106 USNO NFDRCINC .AS SHOWN ON SWRON HBO.BMW D.WHICH MUSE BE sHF1r it 7. CONNECTED m CETAERMAIES 0 ARD W/ 1/44-20 x 1 1/2'LONG S.S.THREtDEO BIT W/7je,0 x 313Y FULL HBGHY. tMNGNUr OR W/1/4'i-20x1•S.S.Ms. M A 1/4sc a/a•RnINBr. K MAY BENSTALLED AT MIDSPMI OR 1Y won OF CORNER LW IMUM ADO. AND BELOW MIDSpAN. USE OF 1W0 10Ci0NG RODS mP AND 8IX0M IS MANDATORY. CENTERMATE d®«O+O 1D.0-6.6w,0,®„ — 1. LOCKS".1 r� ±T�� S�T� : � 1. LOC 1�iY11 (O 09(S0 W(BA:ONE A TERNKIE HD L="Q L% USED IN US)OF Q.a.�°t�LJ,Q.�a teY LOCKS OR FOR ANY SPAN AND INSIN"TKNNS AT ANY ELEVATION.ALTERNITE 10 LOCK 0 MAY BE USED REINFURtEMEW NOW AS AN INSIDE OR O A5 SHOWN ON SIMKINS HLOCK.A7TA%WENT OF 90 OB- AND 7o 0�Wf 9IIs x EEr Q LOCK MAYBE•AND INCLUDES I STALLED AT �''YJ°�0 MIDSPAN OR 12'NNMUM BELOW OR ABOVE MIOSPAN.USE OF LOOKING RODS IS COIPI£TELY OP7IML UPICAL HV BIDE SiH_U_ [ -N.T.S. - - -R ELEYA�TIOtIN HNNI/MF FLORIDA BUILDING CODE lis High Velocity Ifurricone Ione ``��=`PL�. �_• f(i f O 26LS 0STLRN METAL SUPPLY.INC. v�FN BERtHA Hv,M 1 A■S■S■A■ Accordion Shutter system V.ELME 1 W OR O RV.W MW BIADE a H.V.BLADE Amerlean Shuffer Systema o�SW= at[ Calm Or: iILUT TESTING R ENGINEERING COMPANY M.L. p0'•.•S/�`�' �:x axis XV.xu SL.m spa.VACM CaOCX rLOM asi Asatictafton. In*. > oIn tr�u a/Ft/Ia wtc Gs is is Pnon :L30%1!!!_ 4268 Westroods Drive xfoyGss _ West Patm Beech, FL 33407 15084 11331 DRAWING No llfj EN�.��` mm&'I�t sai 3 SHEET P.E. SEAi1� lJRE/DATE ♦- _- -- s-. PaARED caNcaETe POURED POURED OR CONCRETE REO11 IRED CONCRETE ANCHORS CONCRETE ANCHORS CONCRETE ANCHORS SHEEP 135E ON (SEE SCHEDULE ON N/1/4'-20 (SEE SCI#D1ILE ON SHEET 13) 514Esr 13) NNS O 12•aG . -- 1• I. 4 _ OR 18 E E0 _--=20.4d4'S.S. 06C.USING 20 MIS E 0.s �• Ma I .260•Mmc. -- 3 OR 13 1a1 Oi .2 0 60' rc 0.► �- L I • E I OPnONA �( ortALUlfI. I � � YN r97fWEa1la� ®� i I EM'nWO 1 OR ! I a spm=O m CIASHEET I 1 , NTN.T,zPAraTaN ro� I f clwss�—(sEE scltEouLE ort SHEsr 12) i(SEE SCHEDULE ON SHEET 12) 1 HV WALL HEADER INSTALLATION BO HV WALL HEADIER INSTALLATION ' TEN.SEPARATION TO CLASS 1OOR ®� i WL SEPARATION TO CLASS ' H 1 DQTRNs_Ir'(sEE sa+EouLE ON SHEET 12) 1 12 A IRW�mwcr' [—(SEE SCIWALE ON SKEET 12)' �� ! [UOt7m4� E7DSTIdJ --i (OPTIONAL 1 I �, 1/4• �i II OPTpNN. ,I 1/4'Yax. E: s •' I Max. CIE 1/40-20x3/4'S.S.HEAD IM. MACS SCREWS USING CONCRETE ANCHOks 1/4�--px3/4'SS.PHRIIPS ANCHORS 1 l8 1• 1/4'-20 NUTS O 12'O.C. . ('M SCHEDULE ON W/I H EWcS0 12-O.0 OR RED co IE (SFE$CHFD=ON SHEET 13) 11TH, POz OR URED BLACK SHEET 13) W/1/4•-2O M115 O 12'O.C. wALL QD HV WALL SILL INSTALLATION (SEs SC34M� ULE ON ��� POURED CONCRETE 14) O HV WALL SILL INSTALLATION OR CONCRETE DIM WPU R1QUM EO HV WALL SILL INSTALLATION N `t'R�"Bw'>«'�r" 'N� INSTALLSTION- DETAILS W% - 1-SEE SHEET 4 FOR TYPICAL SIMIER s E 0.-EDGE DISTANCE - YOUASSEWLNIINO ssclaNs CAN BE COE101Nm '(SEE 6PEGnCA110KS oN SHEET 14) SEE LAKATIONS Of 28 CD HV BLADE :. W ANY WAY TO SVR ANY MRAMT100. FLORIDA BUILDING CODE m High Velocity Hurricane Zone ®2015 EATNAN NErAL SUPPLY.INC. `�����• CENS :�9'% B RTHA HVTm 1 L E C O A,S■S■A■ Accordion Shutter System V WX 1111 OR 10 By(wrM B"&U.wx 41 nLUT TESTING R ENGINEERING COMPANY American Shutter SystemsKv.Ik manpro 0XIt Dxum Dr. Ka STATE OF afar W. 3eft s1.61r vRewA DlI aam ng=A 311 Association. Inc. 1 aLo n-iu a/a/is aTe o4 is/ts �Pg (Sro�T1-1s3o..rax:(sos�71-1sa1 4268 Westroads Drive : ORAD 4-aat Nb 000a. 1WING No `O.aL�� �X10 EB-000171 .P.E. West Polm Beach. FL 33407 � 15-084 P.E. �CJ¢riB(6�MYUKE/DATEi01 ua/441st SHEET Poomm CONCRETE ANCHORS V (SM SCNEME ON WW 14) w « OR !:A'• HHatowmta t >o•„� GENS am or MADESLAB Wr r Ipe�dett9a ' `. r�i mom» � g x.•,,,,� ~ /tont 4'� � tbSEENp � lIX SCREtpS 6 tr as a (CQNCR E ANCIMS T $ T j j 8 ♦ 14 09 EpGE OF APPW IE '�'"" f APit1�18 E SU8 1F EM51h1O —� C/ t 1 FDC or AFPItCARIE HAT HEAD CONCOM ARCHOffi t °tO fDfD 1 OR +(�� .01 rsE« n (g sae ON 26) H7/N]HDe a a. 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Dam Eaor UU&s my.wt ' — --� AoSoSwA. * � 111.•i�CO�Ka. AGcWrdionShutterSystem V.981E ft W1 OR 110 KY.FfdrD01M BiADE&U.9lADE i !.!'t• — Amoaaan Shutter Systems UHtAMN nr: •1F fi TRW TESIWS 8c ENeINEE11Ni0 COMPANY O: �� •tu K•a aeHr.s1.6ta aa4 txwn•Nmaat tHamt 4XIM Assoalatton. Inc. t otn thTR oytyu oHRfl ata is �.s�i- 8R rron.:t�as}dTt-tSso.to:(aos)Ertt-ts3t 4288 Wastroads Orale = DRAWING No -- - __ _ ����'�•.•.18,.•..a `�� •-mdH HEt••eOodcCd West Palm Beoch. FL 33467 3 1-5;;;;084 WALIGI A aur 1111.p • SHEET P.E. SEN� ��IATURE/QA7E I • SEE NOTES ON LWM RODS®.W WOKS®�® `r INSTALLATIONS .WI n HV AND ALWMTE w LOON®off Sts a D D .�. ** FO—UTI IN EWSTING GLASS DUAL Wff IS�B E NTE �MPU M © q®q©'OaO 10•®q OR 23 SEE END WALL CONNECnON 10•®q®� ®•®q E7((SnNG GLASS O+O`0a0+0 L—— --------------- ® ® ® ® --------------------- ----- — � 3 1/4• 7• 61/2• r � OPPOSING 1/r N�CIDfS ro eCNcaETE' iI �10J� ULS ® * * S*YMMETRYCAL CE E (4)/to■t/r S&T L (SEE SCHEDt EAT EACH . aTO GLASS 5 IN oijsHEErN 12) 1 * � 1 03 1 OAl ,Or L 1 4 OUT ®" u 10•®°K®+®a©+®°�� HVA a®a©•Q7 a® 10•®a IXISTWOGSSPOUM OR ®•O7 +©a©` D+®a I 10+®q®•� •©a (— CONCRETE wNu. c1Ass SYMMETRICAL �N 6 + 77 •U;- 7 •®04 u , S .®a©`®a®+0. To GLASS 5 IN ® * 6 -wz Hy LOCKOPRWW.) ' 13 ®a®+®a�•�aO OSNEfTEE ) S�ARATIGN a To cuss OPTIMAL _ SEE SCHEDULE CUMMR) -----ON — ---- - ----- ---------- LET OUT AIXHM Deo -- ----- --- - * 1 is• ox. ®a * 3 v oj2� _ ® _ 6 1/Y UAX SIACH = — OUT ( > HVE HVD t.. p ARI FLDA BUILDING CODE m High Velocity Hurricane Zone .•••....... ''�i O 2o10 Eames Max SUPPLY.INC. J�ti�sF'� % BERTHA HVTm A.S.S.A. Accordion Shutter System V.UVE 1 W OR 10 N.v.IomGN aAx h KV BUDS SlIk�'cy a TH-ur TESTING & ENGINEERING COMPANY Amertoan Shutter oma e^d1 TE ��Rr M•L- � � � P •�` em law,3aLL at..sw 3ae.y� w oe.Roam ml Association. 1116. t atn n-KN a/t3/13 ale 04 13/IS Pf m :(30e)e71-tsw,ra;(3os>ort-ts3t 4268 Westroads Drive z �� FFSS..... a``��01 m- to"m West Palm Beach. FL 33407 3 SWING No r�rrrronunnttpa` WLM w MIT if.RE 4 15-084 P.E. SEAL/SIGNATURE/DATE �"a U. "M ° e H POURED ET�aR POURED CONCRETE OR CONCRETE � DR RED COT£R� REQUIRED RETE BLOCK WAIL. BLOCK WNL REQUIRED WALL REWIRED BLOCK WALL RE44tm CONC �EOSTW CUSS E7tLSnN6 OLASS 2-� •C.. `C7 E%SLDiB CLASS t- 2"iWI m GRASS(`-� tiloR SwM" �'TO ' £Q 70 aimON 9aEnUlE ON t fta-'xr MAX. I 28 MR 12 RYi 81ALEm 9tl1EBUE ON SHEET 12 MR OWE p (bo81-re)ooNr. 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F5 ON SIM BUDEs('29wr 0ARMOR � ONCRETE 1 2 LAN.—" -- - - �' - r MIN, r ul" * OF S 5 OR WN VIEW OR va0.r 4 bQ©.©h• - -- _POURED CONIXNE1E,aNCONCRETE R � -(D-O.O-Ce�°��•�- -- -_ _ �j� .�ET93L�2S HV EOLARED BLACK W" __ -®�.C#,_-f#��- _ _ __ _ Q,+®-©•Q•0-_ __ __ _ �',�-�',�,p'a- O•®-d •4��•®-Q C014CRETE OR CONCRETE BLOCK WALL, END CONNECTION_DETAIL END CONNEMION DETAIL(6 FLORIDA BUILDING CODE (NOD Nigh ifdtoCT.Ly RBMwne Zone N.T,��l�'., 02416 EA5ltAN LLErN.SUPPLY,W_ 7iu A■S.S■AL. BERTHA t" TmS�1L�E CCAccordion Shutter System t American Shatter Systema V.V.t6 iii RV. IMM CNV.BLADE TRLtT TEsnNe& EMINFRINo COMPANY Asso"lon. Inc. I an it-LM a/Lana TINE o4J1s Ts -o STATE OF '�,' seal we Leu.sa sl.aaa iwaael avow name aa+ f -- - -- -g- a Pbo s(M)371-/sso':Piv:t�s)at/-lea/ 426$ Wastraade Drive s DRAWING No ���`�a` West Palm Beach. FL 33RD? a 'ON..........b1�a,` WAM A.TUR J'.P$. + $—Q8'4' P.E A2/fi(Qhdi`II�4DATE PMO&U.f usm SHEET 6 - SCHEDULE rf1 5( EH DALE /2 � EDULE �13 MAXIMUM SHUM SPAN Z+'OR'L-' MA%IMUm SHUTTER SPAN* 1+' 1k --�•— --•^ MUM SHUTTER SPAN 1+" 1r 11A�rssrnl (ft.). FOR INSGLLATlONS Wj OR 1 (St.) FOR R 'L-" {(t.)'INSTALLATIONS �. • NOTES: [ES,(D &®or t�}t or INSTALI.AWOCk S W/ CENiER CONCRETE& WOOD W/ONE H.Y. LOCK @ or 0 or y$ 4 W/ ONE HV LOCKS MANSORY (1)L+:MAXIMUM A LMELE SPAN FOR A M N HD LOCK W/ iVO LOCKING ROOS�klolr r ONE HV Lar(t�)or t� A,&O.P0�DESS PR�URE y,T1NG, W/ ONE HW/NOR S� 0 W/ NO LOCKING MOUNTING WALL A F,�K C. c0t DA'RN'S &V 0 I-:MAX ALLOWAKE SPAN FOR A GIVEN NECATNE LOCK W/iWO LOCKING RODS 0 TOP & (SEE NOTE t) AS.D. DESIGN PRF551JAE 1TATTNG BOTTOM SEE NOTE tl FLOOR/CEJUNG C. H. 1, 11 &J T. U. W & X (2)PROCEDURE TO DEMINE MAXIMUM SPAN FOR MAX„� QDNCRETE a WOOD NSD11ATM wNr wso 0ON�'u at I"•sn �NCU MOUNnNG WALL MOUNMIGS(TOP/W11w 0M)OR FGR/ : i am tr/NL NOUNIM,p ��,ppp/CL1�0 vassA'a VWL yOUNawRumnoopicum CHEM A POSITIVE A5.0 DESIGN PRESSURE RAIWC MWNONO { & 04 N � DETERMINE LWOLtUM SMN-L+'FROM SCHEDULE. T*06-) ( at) now/ UNC Mmaw N a-1 11¢011 MOUNTI W GM A NEGATIVE AS.D.DESIM PRESSURE RATING, Lt L- L+ i- Lt L- Lt QQ t-00 DETERMINE M10LWOLM SPAY 2-•FROM SCHEDULE. 30 OR ie'-U 16'-8- Iw--0' 18•-0' 30 10•-0' 18•-0' 30 161-0' f0'-0' FINN.UIIXMNN ALLOWABE SPAN IS EQUAL TO THE • • 35 14-10 t4'-10" 35 15'-2' t6'-10' 0 MAXIMUM StNRTI]t SPAN 1+•OR 1-'FOR 00EKWIED SPAN BETWEEN 'L+'AND 2-'. 40 1J'-10' 1 3'-Io* 14'-Y 15'-Y 40 13'-10' 13'-10' 40 14-2' 15'-2- lKWA LITN)NS INT0 WOOD SHALL DE I NED TO 45 t -Y IJ'-1' 13'-4' 14- 46 /3'-1' 3'-1- 45 13'-4' 14•-3• 105 PaL AS.D VES*N PRESSURE RA11NG. 3 PROCIEDURE TO OBERMINE MAXIMUM SPAN FOR SO 12'-5' 12'-S T__ 1J'-7' S0 12'-6' 12'-S' b0 12'-3' 13'-t' SMATIONS IN 68MQN WALL MOUNhNGS 55 le-10• 11'-10• 12•-1• 1T-t1• 55 11•-1o' 11•-Icr 55 .1r-1' 1r-ir w/FLOOR/cF�LrzG uaiwnucs: 60 11'-4' 11•-4' 11•-7- 12'-4' 60 11'^4' ti'-4' 60 10'-2' 1G'-11' FOR A OVEN POSITIVE AS.0.DESIGN PRESSURE 65 10'-f0- 10-10- 11-1' 11•-11' 65 td-10' 10"-10' 65 91-5` 10•-t' RAnM, 70 1o'-8• 1D.-S. 10'-9- 11'-6- 70 10'-8' 10•-6' 70 6'-9' 9-4' Or:7ERUINE: 'I' W CORNER CENTERMATE#3 MAY BE USED AT ALL Lt+-MAX.SPAN FOR VAL MOUNRNG 0MALIATX1NS. 75 10-11 io'-/' To'-4- 1t'-1' 75 1 t0'-1' t0-1' 75 - 8'-9` 1 MOUNTING INSTALLATIONS.LOCMNG SPEC1FICAMONS � W.SPM FOR RAOR/CEILNO MOUNTING 80 9'-10- 9'-10' 10'-0' 10'-9' 'W9'-10- 9•-10' SWR.).6E AS IEX&VED ON MANDATORY CONDITION 12 85 W-6' 9'-8' 9'-9' 10•-5' 85 9'-4' W-6' NOTE f.S''SHEET 5' FOR A CMEN NEGATIVE ASA. DESIGN PRESSURE 90 9'-3' 9,-,r 9'-5' 1 t0'-1• 90 9'-3' W-31 RATING: 95 W-o' W-9` e•-2- 1 e'-10' 95 W-01 W-9' DETERMINE- 100 INE100 8-9' W-4' 9'-0• 9'-7' 100 W_9- 8'-4• Lt--MAX.SPAN FOR WALL MOUNTING INVALLATIONS. L2-e MAX.SPAN FOR BOOR/CER-M MOUNTINC 105 8'-7' r-11- W-9' w-4 105 8'-7- r-it' INSTALLATIONS. 110 87-4- 7'-7- 8•-7• 9-Y 110 !1'.-4• r-r SEPARATION TO GLASS SCHEDULE 115 W-2' 7'--3' 8'-4' W-11' 115 W-Y' 7'-Y FIN&MWIMUM ALLONA31E SPAN IS EQUAL TO THE 120 w-o- V-11' 8•-2- W-9• 120 8'-0' 8'-N' MINIMUM GEIWEEN'Lie.'U+', Lt- AND 12-- 125 'r-lo, 6'-8' 6'-G' 81-51 125 7-10- e'-6- WIND ZONE MINIMUM (4)60 TO ANCHOR SQMLE WITH FINAL MMMUM 130 r-6- 6-s- 7•-1a s•-1- 130 r-6- 61-W ASTM E--1996 SEPARATION ALLOWADLE SPUN AND LEMIM A.S.D.DESIGN 135 7'-7• 6'-g• r-e' 7'-9- 135 r-r 6•-2' TO GiA$S PRESSURE RATING TD DETERMINE MAXIMUM ANCHOR 140 r-s- W-11- I 7'-7• 1 r-6- 140 r-s- s-11- sPAcwG 145 7--3- S'-9' r-s' 1 r-3' 145 Y-r 5'-9' 1 THRU 3 7" 15a r-Y 5•-r r-4- r-w• ISO r-2- s•-r 155 71-0- 5'-5' 7'-Y I 6'-•9' 155 7.-0' S'-5' 160 6'-I1' S-2- 7'-1' W-7' 160 6'-11' S-2' 165 6•-10' S'-1' r-0' 6'-4' 165 8'-10- 6•-1' 170 6•-9' a-it' C-11' V_r 170 C-9' 4-11' 175 W-7• 0-9- a-9- W-G' 175 e•-7- 4'-9' .180 W-0'- =4-8' =V-6- -fi-10'_.— — 180 --6•-8• _ 4•-8• - _ 185 6'-S' 4•-8' W-7 S'-0'. 185 190 W-4' 4'-O* 6--8' S'-6' - 190 6'--4' 4'-5• ' T -:-BLADE. 195 V-3' 6-5' W-5' 195 8'-3' 4'-3' `/ 200 0'-2' 4'-2' 1 8'-4' S'-3' 200 6•-2' V-2' 205 W-1• 4•-i' 8-3• W-1- 205 V-114'-1' FLORIDA BUILDING COOS tion IL h VelocityHurricane Zone) 41 2015 EMERN METAL SUPPLY.IHC `'2.��` :� •• /T�,�' BERTHA HVTM A. Is 1s;!'11s Accordion Shutter System 11. E c o IMC. Y.RAGE 11 w ORT/0ILV.NWOW WK&ILV.S1ADE Amerlean Shutter Systems �rwl DA 9w�ex en M•1 -cS 3FAT OF *alp_ TILLlT TESTING a ENGINEERING ItW=IY Association. Inc. i otn n-st "/"/I$ ale 04 13 15 ells xw.1en,s1.se..30%vlsrx4i err+ell+s nma 33104 Pho t(30s)071-1330'.Faa:pos)s71-1511 4288 Westroods Drive z CGR��.•'�C�7 a mdt tplc000adsom West Palm Beach, FL 33407 3 DRAWING Na %7Fs'S� LE�G"a� w.i11RA1lLTrJr.o ir 4 15-084 .,, ONA ,.. P.E. SftilU SURE/DATE - ao9aI Ix./441¢7 e - T'OF 28_ QPAP AQ AV GESON NEGgAM-MIS 'MCORRESEV®RM VAHIMWTM MWICAIDENCHEICAEGH CONCREEE BLOCK INSMAnous ANCHM SFACM I EGM (M UDINAM A.Ik 06 D AND IF ON MM OY PDtJEfDCONCREIE POtIRID CONCREIRUI)ONCRM TAPCOM OR LAIL WO Ag MA "MR4. (0111ALL WADER MUMOMNO SIMCNIM (P)WALL SP-L&NaM TAPCOM WHH AVVANCM w/ W/ THREADFORM IE*OMXjM (to As&Dom IVM CPW) ASA MAM wa tion "0."M NEAM 1.12AD INQ Aq n I EMMS"M U ko(D"w" AsMA tM(NO ALL POINTS SRKII-SEr 301401801 Igo 129 1180 205 30140100 73 990 1200 too 200 30140 40 75 90 120 Sao 205 30 40 70 90 *20 100 205 30 40 60 73 911 M/60 205 301401 Go 173 go 120 IaO=5 A 0* 8 a 8 4il2IIo 9 a a 6 0 14 111 1 a a a It 5 14 12 IOVO I& 8 18 - 14112 10 9 7, am TAP Y-or 12 10 a- -L a a' 6 14112110 0 a 8 • 14 11- 1* -r-C-C-r 6 14 12 to 1 9 16 a I a 12 9 a a a a a V a a TAPPM DR LM T4-72 to 9 s a a -L-.L-.L a 6 Will JIQ 9 a 6 0 14 t2 10 9 a 'a a a 14 12 lot a I It a s 3 % 12 a 9 a a I a, -8 a a a 4 a 0 OA 9 .0 114 12 10 9- a- a a a 14112110 9 a a a a 14 It 10 9 5 6 8 14 12 10 9 a -r Tf-T2-TO 9 a a a a -a a a 5 .a I H 12 10 9 8 -1- 4 14112110, 9 8 8 6 6 14 w -r-r-r-r-F Tr-WIT 1 9 -r = W-12- 0 9 8 7 5.8 8 L_L A_I 7 M 4 41._o. 14 L2 10 j_ a a 6 4 14ilzilo a a a 114 11 1 -6 0 14 12 10 9 ;8 8 5S 14 12 1.0 a a a a a a a is 14 12 10 9 a 8 4,5 112110 0 & 8 6 4 114 IF I -r-F T- a _L 14 -C =- I ll 9 a 8 a 5 a a a III a as 4 1__IL2 I wvwv-r a 4 4112110 a I a a a ;14 12 10 0 6 6 6 IX 12 10 0 8 8 14 12 1 0 a a a a a a a F-7 3W 4 1211019 8 8 U - 14112110 9 a 8 6 3A 14 12 a Is 0 T4-TF 10 9 -17 - 14 72-470 +1.6 34 - -L a a a 4 12 10 9 9 3 4JS 14112 10 9 8 6 6 35 14 12 10 0 1: 2. 6 0 4 1 InZ 10 0 a 7 4 12 10 9 a a 4 a a L., !. 8 a a a 14 1 TO-V-r Hill 10 9 a a 14 L2_ 10 L_L_L.2 14112 10 0 a 14 11 16-9 9 7 - 8 a a 8 a 7 5SPECfFlGTIONS - TF4- L -A L 6 & 4 14112 10 9 a it 6 U 14,12 -IT Q 3 8 8 6 14 1332110 9 8 - - - U.12 to 9 & 7A - - a a a a a 14 12 10 9 8 865 3 14 1111 10 -F TF 'rf W W V-r-F V 4 112193 7.5 4 - /4 Ill OA a a 7.6 v-fo-V-C M - -r W T4- 12 10 9 6 It 14112110 0 16 4 14112 10. It -- 14112 to + 4 - 9 a 4 12 10 0 8 3 - 14112 to 8 a I'r w To-V-r-g- 34 112118 19 144 - - - 14 111! 10. 9 7,6 - - -6 1.6 OM 4 3 12 10 0 o 6 - 14112 10 9. 8 0 to 12 10 .9 a 4- - 12 10 9 8 1 12 10 9-8--f- - 14 1111 If 14A - - - - 14112 8 33 - a as So 4 3 - 0. 4 12 10 e. a 4 14 12 10 9 a &0 3 14 12 to 9 ---i-A- a 24 a 10 9 0 1 12 110 9 a a a a a a 7s 0 4 111,1301 rO 4.5 - - - 14 ll 10 9 a 4 - 1+ 1211019 8 j7 4 L4 1 12110 -F-F a as 5 - 74 14 12 10 -F 8 6 IC 1211019 8 18 0 14 72 10 6 - - - - 14 1 o� t 12 1019 a is as 3 14 12 10 0 a 4A I rf 7 1T It 7 44 U= 8 -L-L".241 A! 56 - - - 14 12 10 9 a 43 14 12 1 H .11 10 7 4 14 1 To- 0 8 3 8 6 8.8 6 7.5 7 4 = III --- = 14 12 1019 1 a 113 14 12 83 3 - 14 12 7 4 - I- 0 a- a]7 as 4 3 - 4d 124 19 1"1.4 12.10 a *SEE UMAMM OF USE FOR BLME 011-SHM 28 411 IVI 10 19 13 - - - 14 12 12 1010 1 4 16 14 12 LS - 14 12 as ?A 4-3 - I- a _�L 8 13+4A 2 t0 tut tb - - -=- I 12 to a 76 - III I TT-" 4 = 13 95.OAA 4 12 10 &"b 4 - - -- 14 12 10 9 73 1 12 10 -OF-Or 14 TY-fo-- 1 14 12 10 9 OLS - I- 5 6 At 8. 5 -M5 5 3 l* 111 83 4 - - - - 14 12 12 9 14 12 10 9 7.3, - 14111.543 14 Its Is 6 - - - - 9 a T5-8 -r-47 - - T_ 4 1 10 S 4 14 12 10 2 7 14 12 Is 9 a 12.5 .14 12 8 OA - - - - a IS 0 03 Its 4 14 12 96 6 AA� 14112110 0 OA - - - K-12 W-g---6-7Z- L L. 12 13 3 .15 4. 14 112 110 9 53 - 14 12 10 0 8 - - - 12 7 14.12 10 74 5 - - - 8 6 8 8 8 75 14 12 Os 3 - 4112110 -L:- 1-4 w w-V-g-=-_ - 19A 3 14 IGA 7 3.3 - A a 7 os 4A 3A ial-* I ? 4A 3 14112110 9 3 - - - 14 12 10 9 8 11 - - - - - - 14 11 7.8 - a 8 7.3 -- 14 12 7 - - - - - 4112110 - - - - - 14 12 10 - - as a 5 - 0 IN 6 4 3A - - - r4- -7 14112110 - - - - - 14 12 10 - W TY 10 - - - 12 a - - - a a.a a 11-0 r4- 1 -4 - -I- - __g& -�L 2. 14112110 14 12,101- 0A - - - - - - To-9! a I a 8 4 3 114 112 IM, 14 12110 - -I- 14 12 1101- 10 ---Z- - - = 14 112 1531-I- - - - 2110 - - - - - 14 11101- 7 - - - - - - PA 7 3A 8 7- 4.5 33 3 - ,r_r ',f 21101- 14.12 4 - - - 14 12 10 a 8 a 14 1 It IIIJI 1 14 12 10 a 4 2 14 12 110 1- - - - - ism 14 -t4 12 14 11122 11 33 11-I TT-f2-"ro - - - - - -L4_72 10 2A 9.5 - - - - - - 3A QA 4JM - .2- - - T4--jj- - - - - =--= 24 12 - - - - - - 9 4.5 - - Z_ -I- - 9 so - - - - - - a as "&11 3 - - - E OR n1HV- QLADE L4 Ll__r _= - - - - 14 12 - - - - - - -!t 12 - =__7 - - - 14 12• - - - - - - 14 U - _a a a a 14 10 - - - - - - 14 12 - - - - - - 14 32 - - - - - - 0,5 Gs - - - - - - CA a a -w T i-iF 14-TZ--Z- 14 12 - - - - -1- 14 -W rs-r 531- - - - - a a as "I-I-I- W1 al HV WN00W MADE 11 141 0 Is 9 14 4 OA 4A ss Q 14 tl, 0 0 0 '4 14 .4 If '4 1 14 '4 71 Os 8 0 a a I'- Q Fmi 'It I. It I. 1. 10 14: Q 0 1. I. I. TO' 0 It 0 3 t a' 0 Its I. to 6 3 It '2 [4 It 0 '2 It [12 Qo 4 1 4 1 4 2 4 4 '4 I 14 4 4 '4 0 1 1 1 2 4 4 '4 '4 a. '4 2 '4 A 0 3A ell 4 It 14 12 - - - - - - 14 12 14 -r-r a a 1- 0 a 4 3 -I I- -1 0 .12 14-72. - - - t4 11 - - - - - - 14 12 - - - - 14 2 - - - - - - 14 12 - - - - - - a 11- a 1 7.5 WORKING IN UNISON 14.12 - 4 .10 4 - - - - - - 10 7.3 - i 7J 9 14 a W4 FIGO 14112 1- - - - - - 14 j,2 104 4 - - - Go a - - - - - - -a 4 T4--= - - - - - 14 14 373 7-7 7A - -3 - 7A Its 3"a 3 ---- L _ It a a 7 7 33 - 14 14 114 i 14 , - -Z'�- a 71 33 0 4 - - - - - - - 14 - - - - - TO- - - - - - - - 10 14 - - - - - - -- 14 1, - - - - - - -r OA 4 14 14 TV - - - - - - - - - - ib 41-1-1.1-F I.I. w-== a 3 141 a 6 16A 4 34 141-1-1-1-1-1-1 114- is- - - - - - 8 1 7 &A FLORIDA BUILDING CODE Nh Velocity Hunicane Zatte) 0 2015 BUM MAIL VJPPLY,M BERTHA HVTu Accordion Shutter System AnSuSsAm a am#I W/ORV/0 V.OM BADE III RV.WK 1, American Shutter Systoms 0K%V Oft M.L oo TILLIT TMING& ENGIW.MHG COWPAHY OF 055 WK 30ft V4$1.3*%VVIOM GYMM 11OMM 3316f As"clafton. Inc. WO 04/13/15' plan.-POTL-IM.I=-(305)871-1531 4268 Westmods 06vo 2 VIM~ DROkVVING NO West Palm Beach, Fl. 33407 3 � j N 4 15-084 EDI-0000719 WILIM&l%w J. PM 0 AL %NX nAMM U.f"Is? SHEEr P.E. RE/DATE 3 2 SPECIRCATIONS ON ANCHOR REOUIREMENTS:POURED CONCRETE OR CONCRETE eLQCK SUBSTRATES Cgm liDUlitM G 0.a H DN scam a Y7) 1.RX"ORS TO SUBSTRATE SHALL BE AS FOIIDW3. Few=0019AXWOONCREFt afoot fOUiD DDNMBte EQWALL SILL MOUNTING Q CEILING MOUNTING FLOOR MOUNTING {N TO t�EslffNc Pa1Rim � " fa+3 Imq -L*07' PCON OR TAPWH YRtH AWMICm'BiREAOFORM TBCINDLOOY MNJHOIS,AS MANUFAC1lIRFD(M LLW.BURLEN.(I1n.fc-3 Ed SpA it - 3j4'ALL P'OIHRs 50t1D-SEF NipltllLS ASD tiFA H?14L f"OOdiS SCa£1y BatT t Sff�O.TY C1MiPAN't.(Kh fc-S qi} {N Aso HD$A1L E ^ E1E T30 40 60 73 0tl 120 tea 30 40 e0 73 90 120 foo 9.47 30 40 7a 90 120 100 206 7 PCON ORWITH NM A!lCkO ^' PPQta a 1 0 a 9" a a CM2 ANY OTTIFR APPFOtFD iLCEtSED OR AURHORIIEb VFNOC42 RFDSTETtFD WDH TtE AYERIGtI S1tUlTER SY5T6S ASSOGATIOR HNF TS to 0 a a '6 14 1211010 a a a a 14 12 10 o a a • a �� (LBA.fo..3 kd) OR U35 /4 12 10 0 a 6 e a. 14 12 1019 6 6 6 14 12 t0 9 a a a 3 14 12 fo 9 a 6 e 7 14 12 1012 3 a 0 6 14 12 10 9 a a e 6 Bl.17E AAP w CAP t4 12 10 9 a 7 as 34 14 / 10 9 a 0 a 14 12 1 0 a a • 6 .TAPPDH- Al)1NCHORl EMBEDMENT13/ •HIO RBL CONCRETE A ANCHORS S I I l/ WITH ADVANCED THRFADFMaI TECHfDL00Y AN(FgR3 AND TAPPFNF 14 12 to 9 a a a 14 12 to 9 4 a 5 a 14 12 10 9 • a • as ANCHORS 1 3j4:AND FOR BLUE TAA wj CAP AtlCHHOIS S 1 i/2'. 4-O 14 12 1 9 a E a 4 14 12 10 9 6 a e 4A 14 12 10 0 6 6 4 an A2)ilalaall4 FAi84D11QfF OF 1/4 k 3j4'ALL fO0N13 SOLID-SET M1Ci}0[LS S1Mt1 aE Aja'WO T}!E POURED CONCRETE.NO f7iF 1 12 10 0 a a 0 4A 4 12 iD 9 0 a 6 D.S 14 12 10 9 a a 6 4A HALO SIUCOO SIWL BE PERIX[FFA t/4'f-20 SS.MACHINE SCROf USED SMALL BE I Ile t.Wa YaM1N SHOULD STUCCO Mg AM if 12 t 0 A 53 3A - 14.12 10 a a a 14 12 f a a 7 •sE�OF 1WaD..__1 1'MONIMUNI FOR WALLS Will NO STUCCO. 11 t2 f0 9 4 a 6 6 t4 12 10 9 0 6 6 53 14 12 to 9 6 a • 4A off' 41 gw n 5`O� 14 T2 10 9 E 7 4 - T4 iZ to 9 a 63 5 3.5 14 12 10 a eA a 33 3 A3)N CASE TWIT PRMASF SIONI�PRECA4f CONCRETE PAMaS,PAVERS OR ANY VHNa7t BE FOUND tTN AHE OOS7046 WALL OR F1DOR N i2 t0 9 E 7A 4.5 - 14112 10 9 4 a "a 4A 14 12 10 9 a 0 43 ANCHORS SHALL.BE LOW ROM TO REACH THE MAN SIlUcIURE BMW SND WALL PORES,NICHORIGE SWILL BE AS SMICATED ON ti i2 9S 7A 4A - - t t o 9 a 7A a3 4 14 T 19 9 a 4 43 34 HDIES A.tt It A2)ABOVE.FOR DISTRUATIONS ON WK SIDING OR Ea3 WIN OR WITI IF META SiUDS CONSULT TH6 DON EIL FOR t4 1211019 a a - 14112 10 9 a a 5 a 14 12 t0 9 6 ed 6 33 PISTAIATION INTO En WITH MM STUDS SEE SHEET 20A if 12 10 9 74 3 - 1 12 t0 aA 7 SA 4 3 14 12 6A 5314 3 - i 72 t0 0 a a - - 14112 10 9 4 63 5 75 14 12 10 Me e 6 4 - (B) iD E>a5TIN0 QOHCRlTE BIACID(I�5'nF C-0O) 14 12 a ILO 3 - - 4 12 f0 9 a EA •a 3A 14 12 t0 4 7 5 34 - 1/4'!TAPC1kN OR TAP1;ON WRN ADVANOLD THRFWWE'DW!TBCRNOIQOY ANCHHORS,AS MAMW ACIURFD BY iTVI SLALOM 14 12 1019 a a - - Y4 t2 10 9 a J S 4 14 12 10 9 JA Lo 4 3 1/4'0 x 3/4'ALL POWS SOUR-SET MiCHOR9.AS DLSRaW=8Y AlL PONM s=W,BOLT k SPUKTIF COMPANY. 7'--0' 14 12 1018 6A 4 - - 14112 0 7A 6 4a 35 - t! OA 7 eA 43 3A - - ^1/4'11 BLUE AAP CONCRETE ANCHORS W/CW AS MANWACIURED BY FTbR10A FASTENERS Ditect RHC. 14 1 i a3 7 4' - t4 1Z 14 to S3 4 - 14 9 7 7A 4.3 - - -1J4 i TAPPER+ANCHORS AS WIRFACNIRED Of POWs s FASTWERS.RIF.AND OMMIDUCID BY ALL MIS SCREW.BOLT 3 SPECLALTY 14 ii 7 6a 4A - - 1 1Z 10 0 7A NA 4" - f4 12 9 7 e 3 - COMANNY OR ANY OTHER APPROVED UCENSD OR AUnHOR�D VENDOR ROCISNERED MIN THE AMERJCM SNUTM SYSTEMS ASSOCIATION.UNC 8.�. 14 12 10 9 0 6A - - 14 12 10 9 6 a 4 14 12 f0 E 0.310 ti 12 &5 7 a3 3 - - 14 12 a 63 63 4 3 - 94 6 a 4 3 - - 8.1)MALUM E7FBEDNEW!INFO 004M TE BLOCK OF TAPOCN,D"TAP W/CAA ANCHORS AND TAPPER.ANCHORS 1S 11/4'AND TAPCON 14 1Z 9A d a - - 14 12 9A 6 a s 3 - ti 12 a 0 0"6 4 - - Wall ADVANCED 1HRFADf'CYi1t TECHNOLOGY ANCHORS IS i fa 93 eA 6 3A - - 14 12110 a 63 a - -114 a 6d 6 4 - 9'-O' 14 12 10 9 0 - - - 14 12 110 9 7.5 4A - - 14 12 as 7 4 - - B2)IDf91W EMBEDMENT OF Wil x 3/4'ALL POINTS SWD-SFr ANCHORS SEMLL DE ENHSMMIY EMEWED HIM RE ATE BLOM NO 14 to TA 6 - - - 14 It 7 6A 4 3A - - It a as 43 3A - - tNBEOMW SRO MUCCO SfWl BE PERHtTEO.1/4`l-20 SS MACHINE SCREW USED SFIRLI.BE t t/2'LOW NNMUM SHOULD SIUCCO i2 -T- 14 43 43 - - - 14 tZ 5A 7 6.5 4 - - 14 05 7 SA 6 4.6 - - VAST.AND I'MWMUM FOR WAN$Will NO S'NCCO. 1A So 4 - - 14 12 0 7 a - f4 1t 7 44 3A - TO+,�,O+ t4 t2 40 9 7A - - - 14 12 10 a 66 5 - - 14 12 a a a 4 - B.3)W CASE I MT PREUSI'SHpFE P COEM.AEIE PANET3.PAIJENS OR ANY VEL�EF7L BE FOUND DV ANE E70SIap LULL OR FLOOR. f4 O 7 3 33 - to 93 65 a 1 5 - - 1tl 7d 5 4 3 - ANCHORS 53HA11 BE IbND EHNOUGFI 7D RFACN TIE IAVN SIl2UC1tA.BMND SAD WALL 08WES.NCIORAOE SHALL BE AS INDICATED ON /4 11 TA a3 - - - 14111.3 9 a a 4 - 2E!A '6 a 4 4 - - NOTES 0.1)a BS)AWXAS FOR RISTAttA7tONS ON%wit.SIDING OR ERS•LTH OR/amour META SRDS CONSULT THIS DHaME61L 03I - - 1 12 a aA 6.5 4 - - 13 f0 &5 6 4 3 - FOR INSTAVDION LTO En W11H META 3TUDS SEE$MEET 2BWL /4 0 - - - - 14 12 9 7 6 4d - - f4 OA 7 63 4A Al - Zd •- - 12 9 e 44 4 3 - - 9 7 43 3.5 3 - ,(C) ANCHORS SMWL BE INSTALLED FOIJUXANG ALL OF THE POWNNENDATTONS AND SPECIFICATIONS OF TIE ANCHOR'S ILWHIWFACIOAFR. 14 7 - - - 1 Oa 7 &5.4.3 - - - to da ad 4d 7e - - CHO A - 4 1d 7.5 6 - M 9 0 4A 4 - SEED: FORAM M 14 0 - - - ^ 14 12 a 0.O 63 - - - 1 10 6A 5 - - - EDGE DI 1i IANC SMING SCHEDULE EOR AKCHQRSI SA A - - - - - 11 6 aA 4 3A - - a a 4 3 - - - - Ly{17E��AN(210R sPM.IIGS ARE VAD FOR EDGE DSGNCCS IN IUVED BE".FOR E 4 LESS TRAtN THE MWED,REDUCE ANCHOR SPACNO 33 -• - - - 13 94 6A a 4 - - - Q3 6 a 4 ^ - - - 9Y MC]fN.Y.SPAYp 02 OR SpaDIDE BY THE FOUMNO FACTORS. - 1 ISBN aD d - li as 11514A 33 - RMM NOT BE LEES Trial MJ N4UM SPACM HOKA=FOR E40 ANCHOR TYPE 14 - - - - s Id 7A a a - - - 12 9 a 45 4 - - FACTOR 03 - - - - lq 7d a 4 3 - 7A 4 3 - - - ACTUAL2A - - - - - t 9 5 4A 4 - - - 9A 7 a 4 ^ ^ - - pp EDGE TAPCON TT ALL F01N[SOED SET ELME TAP rrJ CAP TAPPER:+ a - - - - 13 9.5 0.3 - - - PA 73 a 4 - - - - %L'i&gAn DVAiCE �'� 1 14 106 7 - - ^ 1t . MHN.SPACING+3' NON.SPAC9W.3' N.SPAtlNHN-3 1/2LtIH.SPACIb 3 3 4' 4' t0 - 9 7 4a 36 - - - 7 b 38 3 - - aCICREIE BIDGtdf9momcNi E CD XRx am caw& 6 PWO CJlom BOOLelim A - Il a 3A 4A - - 0 43 - - - NLL .Y MILEFWltT WLFA-21/Y / MIL FA.3 NLL FA-3 VT EA-210 0 a .- -„-- o6r 7_tai_ - - -- - - -- - -- - ----- -3 - Lq. -7.0- 0.7E 1.0 O.B4 to21 2' - OA1 1.0 0.07 tooAa 5 - aA e=_4_.- _ _ - -... -I UNISON _ _2• - a71 - oat13 es 13A I e - _ - - a 9A ` - - - ' - - - - 7 15 1- - " * - - - - FLORIDA OUtl41NtT` CODE Vat High Vetqcfty Hurdcane Zane ZOiS FASTEHIN META.SUPPLY.INC. • A■S■S■A■ BETHA HYTM =�EC=/ Accordion Shutter System Y.61 WE It Tt OR W/o TLV.WADOW BODE e):ILV.BU1DE American ShutMf Systemsaw6w11 a1 M.� TIUJT 71311INO & ENGINEERING COMPANY } O S Assactatton, Ino. t Ow 11-a4 61/13/13 OUte a4/ts/is �O= STATE DF x 4.767 R9.sell-U.VA 363.vIR W CAMXN%ADOOM 331 pbq 7(30S)a7f-f330.Fmc:(3Da)aT1-1531 4288 Weatroada Drive I DRAWING No rmd 6R.ao04W.00m West Palm Beach, FL 33407 3 rAtEnE Asi. PE 4 1$-014 2E/DATE naRM Lk. 44167 3 -- SHEET • 14 OF on o�oe�� •GENERAL AND CONDMNS OF USE FT]�R BLRTENA A G 2670 -7 1 Y 1.MAX AS OEM EREMM RATM+110.-110 p.Lf. L MAX SHUTTER SPAIN 9e' a AUAWED Yp iTV A O.O A H OR SUETS 0.7.AS WELL AS NO1RIIe1OS K a T.u s w aH 9EET3 1e A ts. 4 N A OR V CASE OF OPPLTM 1DSf BE NCIUDm ONLY AT INIODOR AOCESS SIDE OF N DENTlR • . • • • • 6.(/1)HIV 1TNOOW ©SFYLL ONLY/LDw A VAMW OF 5 OPENINGS ® >Q� (b'a HDIFS)TDR BIIIDE AT SPA00 SNOWN ON SNEEET 27. (B)fel CIFARANGE WAN TOP OR BOM MME OF W WINDOW MADE • . . • OF ANN 3'0 HOLE FOR SHALL BE 12'. s (D� 60R V BLADE COWO DUF RN WATERS AT ENDS UAY BE Nv (D) 11N THROUGHOLIT �0 Z BE USED COMTE To A SPUD W BI ADEQt wun § a - ,AT CITIES( �L D6,e1ED AQYCplf To A SOLD Nv qqx 91 (h POLYGlA80HN78 ITV W7DlY(E®'17W1 SE IMSTALIED 50 ABS FACE 6Rg TIE MIID60R OF IItE OPE7NH0 BEJt10 Pte.FN WNDgY7y�gy1 YUSF BE ZO ENO iq • • s • . • �Y INSP ED AND LOCKM USING A HV SETTING TOOL PROVDFD Of ASSA. R EIal( 0.SEE ANOM SPACING SCH DUE FOR EpTANAMNS INTO WOOD RUIE FULL NE381fT. ' a d B WMM ON M7.T 10.AS LIMITED Of SPAV AND ASA DESIGN LOAD(SEE P s ( HIM t a e ABOVE} p3� 7.SEE ANCHOR SMING SCHEDULE FDR MMUTDNS On POURED CONCREIE OR CONCRETE BLOCK WNL ON SEEM-13 3 14 AS Lamm BT SPAR AND ASD DESIGN LOAD(SEE NOTES 1 k 2 ABGM ( 6 WQRM SEPARATION TO MASS SIGHMC PER ASM E-1906: 1YP TOP d 1E0770Y �) 10 � WINO 201E YNUM SEPARATION 10 CLASS D H W a®UQ a WIMUM t 71861 J Y ELEMION IQ, +TD aAss 4 eaa' oesnNG aAss samuLE RH SIFT a Hae OADEm 1_ _--� Aro ON SKU 25 Hae RAD04Da: ------------------- --------�,- =--- ------------ ------- 5 ----------- -------5 �1 1 4 won o P�9Nf TYPICAL MR HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE FAA SHUTTER* FLORIDA IROILDINO CODE 01op Rh h Velocity NurTiconeZone) 8 2015 EA4fE3W YETAL SUPPLY,WC. A S S A BERTHA HVA+ - - ILME C O �N�. � , , , Accordion Shutter System v TumE 1 b M r 0 ILY."mew BLADE&ILy.�61 TILUT TESTING do ENGINEERING COMPANY AmedOOn ShuHar Systema DATE p _ STATE OF ,� 00 BW.sea,eE.se.,au1„wIeAEA OAaOOr!t ELOWA 331 AZMOOIOtIOE1• Inc. s OLD 11-1N 04/13/16 we 04113/1 PEu.:(aas}57f-10.70.Fm::(a5s)e71-1531 4268 West da Drive 2 P rmux Nlac000•loom DRAWING No y O,c'• �ORIO `\��� E 3-000671a West Pal Beach, FL 33407 a i�FSS�•••••••�'�\Gp��� WALTER A TROT&.P.E. 4 --1-5-084 P.E. S AIr N /DATE FLORM U.A 44187 SHEET 7/22/2015 Florida Building Code Online IN -;fir,3� I"Ir?�Or z SCIS Home Log In ; User Registration Hot Topics ' Submit Surcharge Stats&Facts + Publications ! FBC Staff ; BCIS Site Map Links Search Busines 'f'}�'�I) :. Professi l IGI � USER ProductApprovalUser Regulation I. Product Approval Menu>Product or Application Search>Application List>Application Detail a FL# FL11968-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tillit,Jr. the 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. Bennardo, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R3 COI 225inpanelsCl.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code http:/&vww.floridabdldng.orgtpr/pr app df.aspx?param=wGEVXQwtDgsxY[eb4opODf7EcLXlecJxGyGiZlxngiSg5RS%2ryouMrAp/o3dp/o3d 1/3 I I 7/22/2015 Florida Buildng Code Online Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summar or�fProducts — �FL.# Model,Number or Name Description ..._.................... __ 111968.1 0.040"Bertha Aluminum Storm Corrugated aluminum'storm panels retained or not by tracks j Panel (2.25" Deep)- Non-HVHZ- to provide hurricane protection. Drawing Number 15-042 _!I Limits of Use Installation Instructions Approved for use in HVHZ: No FLS 1968 R3 II EASTERN METAL SUPPLY INC DRW i Approved for use outside HVHZ:Yes 042.pd Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. ; 1 Design Pressure: N/A Created by Independent Third Party: Yes Other:Large Missile. Max. span is 12'-0"for +25, -25 p.s.f. Evaluation Reports I and 4'-0"for+125 130 FL11968 R3 AE' EASTERN METAL SUPPLY - p.s.f.f. for sections 1, 3,4, 6, 7, 8, i 8A, 9 and 11. See sheet 10 of installation drawing number INC. P.E.R. DRWG.15-042.Ddf 1 08-145 for other spans and pressures. Created by Independent Third Party: Yes _._..-..__._._.._.___-__..............._.__—._..-- — .T_....__.....—..___� 111968.2 0.050" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel (2.25" Deep)- Non-HVHZ- to provide hurricane protection. I Drawing Number 15-044 (Limits of Use Installation Instructions E ( Approved for use in HVHZ: No FL11968 R3 II EASTERN METAL SUPPLY INC DRWG 15- I Approved for use outside HVHZ:Yes 044.Ddf j Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. 1 Design Pressure: N/A Created by Independent Third Party: Yes j Other: Large Missile. Max. span is 12'-11"for+30, -30 p.s.f. Evaluation Reports 1 and 8'-2"for+75, -80 p.s.f. for mountings without"h" FL11968 R3 AE EASTERN METAL SUPPLY P E R DRWG 15- ' header. See sheet 5 of installation drawing for other spans 044.Ddf i and pressures. Created by Independent Third Party: Yes j _.... —� —._....._....._.._............_._.._.�_ ..._...._—_...... 111968.3 24 Gage Galvanized Bertha Steel corrugated galvanized'Steel storm panels retained or not by # Storm Panel (2.25" Deep)- Non- tracks to provide hurricane protection. ? j HVHZ- Drawing Number 15-043 i Lf�_'mits of Use —? Installation Instructions I Approved for use in HVHZ: No FL11968 R3 II EASTERN METAL SUPPLY INC DRWG 15- Approved for use outside HVHZ:Yes 043.Ddf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. 1 Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span is 9'-8"for+30, -40 p.s.f. Evaluation Reports i and 7'-2"for+70, -80 p.s.f. for panels mounted without"H" FL11968 R3 AE EASTERN METAL SUPPLY INC P.E.R. DRWG I header. See sheet 4 of installation drawing number 08-142 15-043.Ddf for other spans and pressures. Created by Independent Third Party: Yes I._.........—_ __.._........._.._.._._ _._.._.._. '11968.4 [Clear Bertha Storm Panels (2 1/4") corrugated polycarbonate storm panels retained or not by wing Number 15-046 tracks to provide hurricane protection. 'Limits of Use Installation Instructions ' i I Approved for use in HVHZ: No EL11968 R3 II EASTERN METAL SUPPLY INC. D,WfZ G 15- I Approved for use outside HVHZ:Yes 046.Ddf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes j Other: Large Missile. Max/span is 10'-0"for +28, -28 p.s.f. Evaluation Reports (A.S.D. and 4'-0"for +105, -110 p.s.f. A.S.D desgin load. See FL11968 R3 AE EASTERN METALSUPPLY (sheet 3 of installation drawings for other spans and INC. P.E.R. DRWG.15-046.Ddf l pressures. Created by Independent Third Party: Yes BdCt< tt<rY.0 Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,'F.S.,please click here. Product Approval Accepts: hV:Itwww.floridaWicOng.org/pr/pr app U.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLXlecJxGyGiZlxngiSg5RS%2QotiMrAg/o3d%3d 2/3 CENE72AL NOTE 1.STORM PANEL SHOWN ON TM PRODUCT EVALLADON DOCUMfM(PED.)HAS BEEN VFI4M FOR COMPL NW IN AUCDMVVQE N7TH INC 2014(Sfh EDIWN)CF THE FLON44 BUILDING CODE.THIS STORM PANEL SIWL ME BE INSTALLED AT NIGH VELOG7Y- a1)ARNMUAF QfRwkwr of IAPCom FLOG PAMLMAIF AND CF up-omp ANCHORS INTO CONCRETE BLOCK HURRICANE ZONES(04NI-3WDE/SROWARD COUNAES).- UNIT SHALL BE f 1/4; 1 J/B'EOR ZAK40 MAXIM AAC710R5 AND 1 1/8'FOR RED NERD DA7LWLT UZEW ANCHORS DESIGN NAND LOVES SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE AdNWNED CODE; 82) 7/8'CALK-OW ANGLORS SfL BE ENTIRELY EUREADW INTO WE CONCRETE BLOCK UUM NO£MOMENT IAW STUCCO FOR A WIND SPEED AS REfHRRED BY ALE.OWDICAON N4iFRE INME SHUTTERS WILL BE INSTALLED AND SHALL BE PERA9r7Ea 114'0-20 SCREW USED S iKLL BE 1 112'LONG MWM!.W SHOULD STUCCO EMT.ANO I' FOR A LXRECImurr FAUNOR Kd-aft USM ASCE"7-10 FOR INSTALLADONS UNDER 2014 IBC AND SHALL ARND W FOR WALLS WN NO STUCCO. NOT ExawT OVER MAXIMUM(ASD.)OESGN PVIXMTE PATHOS lZO LO D ON SHEENS 5 PER 9 B.J)AhNIUM EM&gXENT OF 114%x J14-ALL Powrs sow-s'T ANCHDRS& L BE 718'INTO rw wNCRE/E BLOCK NO S ORDER FI VERIFY THEA TO a DESA,UWIND L DS BY LVAD LOADS DETERMINED PER ASCE 7-70 SIWL BE FIRST REDUCED>a AS.a OES41N INAD LOADS BY AIULTU;YWG MEM BY 0.6 dI ORDER ILO £MBmMENT INTO STUCCO Stall BE PERNANEa 1/4"0-20 SS ANpitNE SCREW tlSf'A St7AGt R°1 712'LAYO TO COMPARE THESE W1 KIK (ASO)DEWN PRESSURE RATINGS INDICATED ON SHEENS 5 MW 9. MINIMUM SHLXULD STUCCO VUST.AND i'MINIMUM FDR WALLS WITH NO STLAGCYL a4)IN GCSE ITNAr me"STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXS w MALL.ANcHoRS mtiu BE IN ORDER TO YEAFY TLIT COMPONeas AND ANCHORS ON MIS RSD.AS TESTED WERE Mor LINER STRESSED,A MS INCREASE LONG ENMW TO REACH THE AWN SMUCTLWE£BMAV SIMM P.WENS.ANCHORAGE 9441L LTE AS ADC4TED ON NOTES IN IN ALLOWABLE SMSS FOR WOW LOADS WAS ME USED IN THETRE AHALTS/S A DURATION FACTOR CO-?.GO WAS USED FOR 8. 8.1)AND 2),ABOVE. VEMFGrATKON OF FASTENERS IN WOOD - - - -- STORM PANEL'S ADEQUACY FOR RAPACr AND FADWE An6tANCE U45 BERM VVWXD IN ALCOR WsGE TMM SECb3NF 1609.12 OF (C)ANCHORS SMALL BE LWAUED FOLLOWING ALL OF TN£ROXAMEN114PONS AND SPECIFKAAONS OF THE ANC H0.QS THE ABOVE MENTIONED ODD£AS PER An REPORTS 10121.0?-98&/0.329.01=00./0525.01-00 AND/051201-a3 AND MANUFACTURER /0617.01-04.AS PER 5570 12-99 STANDARD;AND/0227.01-01 PER TAS 201.202&205. Z PANELS MAY ALSO BE W5rALLE0 HO PIZONTALLY FOLLOWWC 1AMPALLA77ON DETALS SHOWN ON SECWhS I TAM B(SHEET J&4 OF 2.ALL ALUMINUM SIZER METAL PAHE2S SNML NAV£5052-HJ2 OR 3004-HJ4 ALLOY. 9)EXCEPT TINT HEADERS A 4&S SMALL NOT SE USEa J.ALL ALUMINUM EXTRUSIONSSLjN.I LTE ALUUONUM ASSgrM710N 606J-T8 ALLOY& TEMPER£UNLESS OTHERWISE NOTED. a IF SIWLL SEE TW TRESPOAWBILBY OF INC CONTRACTOR T7 VERIFY ALE SOUNDNESS OF WE STRUCTURE VIERS SHUTTER IS TO BE STORM PANEL COVRONEHIS MUDDED PLATE AND Vg SNW CAP ARE PATENT PENOWO ATTACHED 70 INSURE PROPER AACNCWAGF. AILS SHURER SHALL ONLY BE ATTACHED TO COVCRETE&WK OR WOOD FRAME BUWAM A ALL SCREWS To Be STAINLESS STEEL J04 OR 316 AIS!SERIES OR CORROWON REWTANI COATED CARBON STEEL AS PER AN O EDGES w INS .771ETAttA7tLW CONTRACTOR S 70 SE,it/CAULX ALL SHUTTER QDNPON£Nr H�CN REXWN EI W-JIRVWS COYTACT tYAH THE 50018 W/50 k.1 NUO STROXIN AND 90 AST 7ENSRE SWEWIN&514U2 COMPLY W1 FLORltii BVXW C CODE SECTION9 211I.JJ 4. BLWLO'NG TD PREVDIT WWD/fWN WITRUSION. CAULK AND SEAL SMJTTER TRACKS ALL AROUND FULL LEOI m 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASI J04 SERIES STAINLESS STEEL WIN 35 A.1 MWNWW YIELD SIRENGIN. 70. (o)THIS RED.PREPARED BY THIS ENGINEER S GENERIC AND DOES NOT PROVIDE INFORMARON FOR A SIIE SPECFIC PRO/ECr.•O.e. WHERE M£SITE CONDITIONS DEVNTE FROM THE P.FA 6 ANCHORS TO WALL smu BE As FDLLON'S:(UNLESS OTHERWISE N07E0) (b)CONTRACTOR To BE RESPONSIBLE FOR Tllf saECTON,PURO'WE AND INSrALLATXW WCLLDNG LFC sIFETY or MS PRODUCT, {AJ 7D E+OSTWG POURED CONCRETE BASED ON NHS PEa Pmwai0 NEfsHE DOES Nor DENAT£FROM THE CONLN7ims DETARED ON ARS DOLYOM vi CONSTR - 114'0 TAPOON AANHORS AS MANUFACTURED BY LT.W. 6VILOEN tlCIION SAFETY AT Sn£LS ME CON7RIL7OR'S RESPOILS16fUTY. - 114'0 Cr TAP-GRIP AMCIORS(BFRTM STUD-CON),AS KWUFACTURED BY TRU-FAST OWFOR4T7ON. (c)THIS P.E0. WILL BE CONSIDERED WYALAD IF ALTETEO BY ANY MEANS - 114'0 7AAW W UN ANCHORS AS MANUFACTURED BY POWER FASTS NER5.Wa - 114'0 x 7/8'CALX-IN ANChMS OR ELCO mole&/emob 'PANELMATE'AS MANW#"ACTUREI (d)SITE SPECAW PRWECIS SHALL.BE PREPARED BY A FLOR44 REGISTERED ENGWM OR ACCHOtECT WXH KUL BECOME ME BY POWER FASTENERS,LNG AND ELCO CONSTRVCTION PROOtfC7S,R£SPECTVELY. UX44EER OF RECON(EO.TL FOR THE PROJECT AND N1A7 Wit BE RESPONSEW FOR THE FRalfR USE OF ME P.fa - 114'0 x 514'ALL POWdTS SOLD-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. ENGINEER OF REOIORD ACT AS A DE7£GATED EWAM TO THE RED.ENGINEER,SHILL SUINT TO TBS LATTER WE SOE SPEC00'ORAN7ONGS FOR REVIEW NOTES: (e)THIS PC.&S1WLL BENT ME DATE AND ORIC.DW.SEN.AND SWTURE OF THE PROFESSIONAL E7V[aM OF RECORD ALIT -A 1)MINJAWM EAIBEDAHf/!T W10 POURED CONCRE7F OF iAPLDN ANCHORS S 1 3/4.5 FOR 2AKAC NOUN M'GFiOR5 S 1 3f8:' FOR ELCo PANELMIE AIICHORS 6 1 J/4'AND FOR CF TAP-GRIP ANCHORS IS 1 114" PREPARED IT l i.SHUTTER ALI mcnIRERS LABEL.SHALL BE LOCATED ON A READILY VSIBLE LOCADON AT smw PANEL LN AL3:ORaINCE NOM A?) 7/8'CALX-W ANCHORS SHALL BE ENTIRELY EMBEDDED INTO WE POURED CMKREM NO EMBEDMENT WW STUCCO BECTON 17fa&3 OF FLORIDA BUILDING CODE ONE LABEL sIWL.BE PIACED FOR EVEN OPENING SMALL BE PSWITTEO 11410-20 SCREWS USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO ROOST,AND 7' LAMJAIC TO COAWLY MTN SECTION 1710.&2 OF THE fL.0044 BIALDING COOS: MWINUAl FOR WALLS WITH NO sn=o AJ) MMaMUN EUSEDME7NT OF 114's y 514'ALL POINTS SOUR-SEr ANCHORS SHKL BE 718'INTO ME POURED CONCRETE . NO WaWMENT INTO STUCCO SHALL BE MAITT7Ea 114'0-20 SS WCHONE SCREW USED SMI.L BE 1 112'LONG MINIMUM SHOULD STUCCO£OUST;AND f'MINIMUM MR WALLS NIM TIO STUCCO, A4)IN CA5£TH4r PRECAST STONf PRECAST CONCRETE PANEL% OR PAVERS BE FOUND ON ME EXSTAO WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH ME WIN STRUCTURE BEHIND SUCH PANELS•ANCHORAGE SHALL BE AS NNLNG41ED ON X07ES Al)&A2)ABOVE: THIS DRAWING SHALL ONLY BE USED TO (8)TO fJLSTOAG CONCTM.BLOCK WALL.' OBTAIN PERMITS LN THE STATE OF FLORLD4 - 114'0 TAPCON ANCHORS AS MMUFACIVMV BY LEW. BUILDEX. 114'0 CF TAP-GNP AhIalORS(BERTHA s7w-Cox).AS UW-AFACTURED BY TRU-FAST CORP"RON. 114'0 ZAMAC NNUN ANCHORS AS M4NUFACTURED BY POWER FASTENERS,INC. 114'0 x 7/8'CALK-IN ANCHORS OR ELCO mob&female •PAIIELwm'AS MUNUFACTUWRED `\\ \,�.••••..•••... 4„ BY POWER FASTENERS.INC AND ELCO CDINSTRUCTM PRODUCTS RESPECRMY .�,ylP �,�G£NSF•..9''„ . - 114'0 x J14'ALL FONTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,6OLr&SPECIALTY CoMPANY,� FLORIDA BUILDING LODE (Mon Nth velodlyNMrrTCan& Zone) 1/4'0 RED WAD DttL48IXi SLEEVE ANCHORS As LUNUFACTUREa BY t7:W BLALDEY. No.44167 oaors nTLm,arc. 0.1750"BERTHA ALUMINUM STORM( PANEL rJu. (225'DEEP) UU*N er. 0 C EASTERN METAL SUPPLY, INC e1/a4w1/,15 .10 FEST A240S DRW r/il�C'�^•• \y��jam\ TLUT M"4WAV d INGNTEERYN COMPANY Fl3T TAM BGk7L R Ow -044 �,.+1.sh M= .� f +1 nA1a .as w myna PHONO /)Z X01 TAN.-OBf b4m m1 6 as IU4�Mn+3 Na IFI/!N{IIINVI fE-0tD087fII F:4LIIR A n1Tr.k:P.E FE0004 DJC. Nre7 H SRF1T 7 CF 14 s.a00'trmc zsro' -- -- Z1 1 • :Pass l+aw•r„on0—^---^—' (((-^^-''--���-''�Bass-l+onr•�o aim'-----(} � r j (8000'(ETTfCt7l'f•*��.. - (VF-W MD>7{3-') 1 ^• :n �• • 1400• .11. tsw 7.500' -'4"M' 1!##' .4125• f.300• 4500 ) 1x A:.fsr�xx'taP i ..fx• .us•..-- --R �'y $3y ygry .r + T p1. _ ._.•g- _-- __._ N a `T * .125' R125 ' g S ti -075 'h'H 3'Max. "U'0047W airs•pout wm crxE=yr",• I F.EI19'MrAt r-.-oboe'ltmcmt'rwn0--j "`=x'"' t" -. (FJFECiNE M07M----'-j • - r.— _,-7P000- 1500' rsta "4w. 65W 1500• 4x00' 1, Aw- SW'er1' uAlrsoara P)n) tbe• (— I'.m- i -zr2s•--4 to aou' ase` YEttSED *t*ANGLE -z:xs•-�----.�asr'----�-P.iss'--� am• �, .Sso' ® RI u� F ttAttNUL }lQdfW EDGES R sw<Nr"1 .: xaa•wu •� Q 3 �"& O. .nabs. (Jj STORM FANEL 3"ANGLE$NCD OUr of- MCK .oP+• DRACXET n+c,x a r asxe=yr r acmr,va•-:' sas� mct osQF }-.1Ps• tx�C�EttKwORr� b r"r d Y m { 3 I o�)- . + R "• _ E T– AVV 'F` TRACK slNGLE dJa• DEr 4;5.ta"&HIESu Aad' 3 s sna p1EtEt0 aaao'_.._._.,-� ��� �dS' t1*3's4#fF1LE' ° sfcnoraz r • TAIL f: me W W'cAsr mct Q! mat crp 2rXe=.yY-I• flWOU PLAIT nor 2orc stn•_.- Am?, { T5e .Txm' t -0"os 1 PAoo' j AT ma Te6 •m FIRE �-- x 'Tom• 750 O tY o.4 .281, r 9 �– fAr r'cF air A., zTeo•}--- OW � 1 S7UlTDED ANGLE 10T _ • ......,_ � TtP. 2754- R1Ma' � t..tC,an!' ft$A,rs�-A= �' aos 1 s:s- �'NOL WASNER a ROUND MOLE Ar :*nPANEL Pros xla.An..Auao (OFTR3N TO r2) t ,+`t �lCfip�in`• Mfeaaa Zone)a-I .fir"'As' V610011Y aPo1a mrE«t sic JASTERN d"BERTNA AWMWUdf STORM PANEL Foe r/re• �� 1- rY__:_` z I 12.25"DEEP) wumr er =44 �d��. $UPFCY� � •�Is N aI IL EC Oxlartaa�E mus tlslvro a EapxEERITM &ffAti3-044 a„ Fnaxelbsstatao item t S?Wa IA OF 14 • it TOP TRACK (SEE COMPONENTS SHEET U OF 9) � !Ml d __ CONCRETE ANCHORS (SEE SCHEDULE) w 1+r. 0 0 0 0 0 0 (T-�-'-- -`_l---TT ' i i i i----T-1-;--7 7-T---- 111"i ItL O E - N 4 1 � M MI I I IL J_ 4.111 11 0. � 4 i i J i CONCRETE ANCHORS (SEE SCHEDULE) 1MMur. uMn. 80TTL'M(MCK STORM PANEL- TYPICAL ELEVATION (SEE co"'Pavans, SHEET IA) SCALE: 1/8'a T �1/4"Max. GAP 1/4'Mox. GAP l , �� 4 J FLORIDA BUILDING CODE Mon Ml h VelocityHurricane Zone `��'; eters nmxt m 0.050 BERTHA ALUMINUM)STORM PANEL scL F (2.25"DEEP) awrre sa No.44167 ~ SECTION A—A ,� EASTERN METAL SUPPLY INC IL ECO QWOWMAW u:" Tallr rE'lfer0 R tN47MERlHO COrrFAM *w P"WAM FL V4" SCALE: 1/8'- 1' •. F Q.`• �,L"�' a�K .a' ao>)arrm+m.ra.R"ri l +ani�vr Dime(sopea-am how,fut)ur-fire 1$-044 •'�/ �I `�``,`+` stO�x~ T tii'res qac. �,o" . o as. nrtttetttt Q, ow, CLPit1 IX YAP ,Op�ItXN Aa P ,smx uw. aGD AtYF/n.,fXYaA" 2&WW MMV AWUM4W tom' me s a uur�EW err AM svaaxs lae uucral /'--Q�t autr FOR ssw�rs) start -J (scr so[mu aw saAc6e tbt Rm / POtbtFa ,aotr�m-� a I ADWO ae ouNm W I y Rrouaan-1 I q i iE3 a SIPAWCH W_ I i I i I WARAnON M I f1' 01 1 2• 1 6!/ptf7'S/WZ/O x2'#W Mf ( , J/J2"11IINQ'Mxp t: ( r2'a t: I ' 4 cont $ I t j W �}leatOW.AAU LCA..,R. CO&V?m I ppUREa �/ W cast swat mta d r �T��� 2. u6offw p1mx+becC rasa,vAetrAan an(+66e cYr nwtxiv Gwr-w w rrn ,rAtuc Kvn¢an Au T o 12- C. CilN6RS p'TAP-cKr.Gita-N a4 ztWc xsrrc!3t aw ANCAM dORS to¢Svvltc} Ot sv"IX£7Vt SPwphG1 �/Ex�tr PiW]MOe S AW Off Rcom errgggt 11 Cont {R".A'iDUs 0R PiIGrtC) AW)OAS (5fF 500"FW WA=) SM77M°AWIM WALL MOUNTING INSTALU ION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 SECTION 3—SWSC1tE:J/d•—r- SECTfON 4 b r2'ti/c wa�c nvr I �T° i ! s EDGE- e asxar<t;E sFgt On , 4 I _ W I Cj —I I r C t-ww2//D x Jff' NOTE FM COMBX RMN OF SEC7KO N'NCr�Nt?O w4u/f1t�wcf]m A�OUu=SECAONS cAm aE 2 a a COUBMW W ANY MAY 7a SWT ANY dlSTAtJAMN. OR E IOR GoNo?vr I cn C4iW-«ae I �`\`A, tlllrtttisu/u`/ ' Eaa ,,114 /rr""r PArmAurr cont a`•�` J��. FLON/DA BUILDING CODE Hon NT A yeroc7 J/uMcone Zone sEafAVN®srun (Mr MMU"FUR sacw67 ��CENSF..vo J OX15 ntrca a+c 0.050"BERM ALUMINUM STORM PANEL rxL WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ,} s� `—� (2.25'.DEEP} EASTERN METAL SUPPLY, INC ata�u SECTION I 9C4 E:JIB'-,• SECTION 2A sauE i JIB•-r f L E C O INe. Me„ar Now ow EAVINEVNiS 1itST PAW WClt IL A3f07 aE7Ax.tM'SCOnON o srLo uAlaA Also fad �'iPF'• (p ID ,:S4tLQ $azt i c w o�t�t¢QaP' ra f+Rwa lsagms-d2en FAX pa,)esr-me t 5-044 rmrr: I-rSTx.na t(Jtgpn-wi S�1• . ��Q� EH-0006719 a• aso as we s caro aor A+:t�C Ab 1WtA.YOWflNe WSTACNTMN-SEClKW 2 �xi '1(i �� 4� rQ � y$ ■t70,Jt A Jr.A.E a as rr-m s cif +�tQ4 Fr �t� Hama uz frrw stair J or is -- - - - - --.. war aco ,Arm tAur-nr ar Ato"W a"wM r Z4W Ol yCilht ` sG`[DCtE fn'+SIW.'N%1 E O. 87�DLfl tA75/NCwJ _ . GR gpµpr(A .) OR aca7i rn K E 1,'F2A S S KAp1A�E _... _ -- // -BDt.7 W(NN!-�I[14FR _ _ � E -Qt ALL POi4ts St7ttD- AN[ S RifncJ _ /,at, POl/NfD CONGREh` I I T, YOBRED conraerE I I I t ! t )• i mum POEM MOW" yy ��COACAM d i w i i 3 cta»trxx 9 cak I � � w Ec 1 � 5 Ca. I i Cort ! I I eels stTr"n1afAfi8nbUNCW ro -fi_ _ t Ws/T/ wo :•nftwal N -- _ 11"raw SARAR"n) srA�_w CLAW �css !II I ! _sv"Wu Iwo GLAZ I I r Atr Loot Y aa. I OMI I-20 x J!,• i 1 / LM t8om/ON o y Lbnt i i r 8•Q 3112; a"'� sl QROB�a i � d I i Conn //I••- oS 1 COACIE w .__ $Cont atoCN BLOCK WALL } 1 a?CONCRM REOLVEv r•w:n uix-at ALL FOM San-ser av t,�. ,tiYrea �. I taw �,� a� r• r' Luo wtt,/rL�wE AAtt2ttN/f AAC1R27S 0-20 s s AVCHOV£ nw+aa i I g nraue I I (str Sar t,8f2E 1roR sPAcaC) c4cn�zuac aw4,wn t�tr TNT T&w4SHOx waw,st cvx-e OR auo nwa�x txlx-x o2 aro WTlt90lJS(9L00t QZiM CF w"-CxF' Q t2'A a ttlwf PNIIwQEMC77Gi& E A tt7tvE AVFr�fl7E M%iVia E A aar-x aP atn+�+LtY laata (sg uTea�ra ra+sr�.aw) t�zzrvmuE!ne srAaxe) WMR WAcacJ t cbnt (Ur Sda BUILD OUT.INSTALLATION CEILING & FLOOR MOUNTING CEILING dF FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) —'SECTION 5 scuE:-w_ r' INSTALLATION — SECTION B INSTALLATION — SECTION 7 SECTION 8 SCALE,J/8'a/' SC4W:3/8'./' ! 0Y%s g I�u r0 BE 7AO55/i 1 11" /'WAY" 1 —O W/O R Q. stPAMWON m _ WALK I CLASS I ftFAO r4iC7lf$tY7E3+W/,11NC7N AS PrR NOTES A2 i Q 8.2(sFnT a y Cont 80j Q W/TO t BSCtNADiA �f AY •7h7/SS 1PAD BOLrS Nt£Tft hT/$'7tfCMf hTiO J1lLi2 KtflO E7k$'T /q(X(pYF 8.2(.qM 1) NOTE mR CoAmmi 07 OF sECNONs: w raN irm ��+++at111U lift; FLORIDA BUILOM CODE Non h Yelott XttMcaae Zona r m kav1J t a ti+'Q� , 1`E�rLt,!tet/�iyf` VMS 717M&a 0.05D'BERTHA ALU4tINUN STORM PANft Fal. lntaeln caNarE� 1\G. Stc y 2.25'DEEP) owwN on REW1tEo oa/ 3 FLOOR MOUNTING INSTALLATION _ :� - _ EASTERN METAL SUPPLY, INC a� SECTION 5A =w:J/rt• 1' lkWAW Tt57TM t t7tC MMIU io COAVANT War MW W.94 IL Ww .��}} y acu'. O FC R1�Q:'C�►&+ alei:s aR. .oa�.v .,ef .FcA.(Mij.m/.-.:e ..r 13-044 ;=W ae+Mstt No `Cf�. • ,��.+', ntw"Rmi Lt 114-/E7 .....1,ttt II I itttttttt POwem CONCAVE A enn+cAEfE e�oMpeETE 6eoar WALL 7—erm -- \\ m 2's 3'..093'3103 H-14 OR Pow® ianr� A Aa C.AHRE CONCREFE 7 LIn 4 ozN it a s I Zees°°. A a r/f'raa CONCAVE O!2'a a Mon 3' i 33 as ¢ar g r.000 r REQUI�€D AL7IAYS � IOR® ® Q 2'x 2'..065' ALIEWAM Lm LO04TXW 2'x 4x.125' \ t TO Y.5'x.OM 3105-HT4 OR 6063-TI AuoY I \ I av Cont AAO.ANGLE OR Cont Ahxn.MCLS _ ——.� a.n= x� LW.080'JroS-Mrs4 l SAA HETAL Ahura t 4'x 4'x.072' �T RAM W/zWmw Cont AAM.14�ANGLE3-rs Auar ' I OSE-A Z�1'' CASE B MW ASE C CASE D (Plan) SGAtE: T/4'- 7' ='M. L/4'� 7' END CLOSURES DETAILS ME, 1/4'- 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s_f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" ocwciRM ogETE 1 (ONMEFE oP it POSR7Gt+) Im'4' BLOCK WALL FOLAWD CONCAVE SCHEDULE FOR A GMEN PANEL .SYSTEM ft-QUIrRM— . OR CONCAVE&orx �O) 911-CON AhCM=OR ALL Pang SOM-SET N"..PMEL 10,07" (SEE saymate!OR SPAWIGI t�7�ar�r� AS CEMN L(a) r / I I 7I1RRe:LNf L10NA•5• PREM RATOA"i a a-L�rP.fOER�Jvit Wf3U ! %R/@ 007"' +30.0, -30.0 W-11' 12%--Il' 12=-rr' I 'J^WX 7'HeuWw I t -�—f +30.0, -35.0 T2=TT` 12=TY T2'-fi' .�1*mwxwI z% mCLASS +35.0. -40.0 T2=0' rr-o' T2'-O' TO GLASS I 7 'x j o' 1 POUREDCASE E rfP!(7n ctvlr Ipp E +45.0, -50.0 10=7' TO=4' TO-7' rS I Y1 od>aP +50.0. -55.0 lo=o* 9-4TO-e POLNW CONCRETEI SECTION 0 STUD (oPEArOR CONCAVE +550, —Sao 9'-7' at--IV 9'-7' WALL.REMAREV TYP. TOP/BOTTOM +60.0. -55.0 9'-2' T=9' 9'-2' VWCC 7 AMWOW OR ALL POINT SOLI}-SE7 (pal f awm+) (SEE SCf* E FOR SPALM) LyhtlLttttltrl7 +650, -70.0 at-9, ;1-2. 81-9' WALL MOUNT/NG /NS TNFLORIDA BUILDINGS CODE Non litak Veloot ttvrrrzm7e Zone +70.$ -75.0 8'L-6* s-8* 8�•6' $ r. �`y' EiS S +750, —ti00 s=2" s'_3• 8-2' SCALg15 �G F sy o2Gr3fa7Erar+c 0.050"BERITf��25D£}STORM PANEL sn uHIUWAI PANEL LENGTH S a'-0- i6?go- is , O��►+� EAS1ERtt FrfETAI. SUPPLY, INC L"04M •; 4288 wls7 A oarE 7Tten 71671NO h CILGH4'PnIfO ODYPANT west ws-BEAdh fL JtT707 15-044 ��Q- (•���y Luau Aur 7,.���aoa xvrlcora n»r nxrc(6Ig2o9-a2ax EAr f3l7bn-nra .M16. ' 41`•. \V\\\ IIk r I� fD 1� RK ros�frlV Ira 4+ti 1LIElmH p' GLI%LM:Ab °'M1 `SiU1l � �\`t* " Hre°i ao.,ar s snn a or L+ FCR `MA AMMM LaW ADM7 SWING J XW- Af A.S.D. ESIGN PRESSURE RATING (8 s f) AND CORLMSPONDING MAXIV N AN(9YOR WO A GAL&+ASA LW EL W M PANEL CO1F71o/1LE. R e EDGE DISTANCE I SA A M11oRY L%T WA POR A TIN •�om�r LOW 1Esr�'�"�Pt1r SPACING SCh1EDULE FOR 1NSTAl r e MMS WO CONCRETE ND CONM BOCK TRUCTUR • SYmI.LE ON:iEE7 A yAyylp/ N TM WUKW ANG OW 9%CM FOR E A-J 1/2••' APFW4&E TO WA6EM A,SD, It4CU�T,V AVCH RS SFAGW MR F-A -J I/2•� PRE RE 7APg71YS OILC-a soln�,Er mam PARZ/.IMW 0'PP-,MW �C /a rA OW An r -p S UD-SFr PMEllwrs vw•-c w sEC�!s FARIEL 4Wn RE ooug" uTucrN (pat) aa+ale Yl4rol1V7! comm.� Ya4mMNr W+C�RerF'1ftProNm aDM�%rF wswM oavcena Pa rr c to �TE ws +er To w Rod 2'(Ie) �;Aj m m At ro ID 70 v m rD 10 n 0O OF ncx 2•(it)' C4vOPE1E ua'XYerr co"C' rE utsmff comaRE E YAtt w OOMFf7e NasAYSY G&CRETE MOONRY 0YOM utSYYFB' 12• - 1r - rr - - _ rz• - 1z• - r ODp) r2' - 72•+ - 1r _ _ _ rz' _ 10' _ 1(ra°) 12' TO. 1r+ 12' 12' 6• 12• 12• 12' 12' 12- 10 r/z' $ (—anum) !z• s' 12'+ 12• 12• 3• 12' 12• r2• 12• 11 1`P 6 1/2• 1.0(sonvV) 12' - 72'+ - 12' 12' 12' 1. -- 12' - 2.e ) 12•- -6' -II' - - 12' 12' 1Y•'- ._-11-_ '.. _ f t/t' - 2.e(POP) - rr To- 12'+ 12' rr B• - - 12' 12' 12' 10 1/2' z(BOTTOM) 12' 6' /2' 12' 12' s• - - 12• 12' !1 IA- 6 1/2' 2(SOROM) 12• 10' /2'+ 12' tt' B• - - 12' 12• 12• to 1/2• 24(9077OM) 12' 6- I2'+ -r2' Ir 5• - - 12- 12• 11 1/Y 6 1/2• 24(BORON) +.U4-460 12_ - 12'+ - 12' - - - 12' - 12• - J a f(TOP) 6'-0• AWL-IAO 1r - M'+ - 12• - - _ Ir - 11.I/2- - J d{(DP) OR 12OR _ r0' rz'+ 12' 12 8• - - 12' 12' 12' 10 1/2• J(BOTTOM) OR 12' 6I2'+ 12' it 5• - - /2' 12' N 1/I' 6 1/2' J(BOTI M) 10'-0 1lSS Ir 10' !2'+ 1r rz' B' - - 12' I2' !2' 10 1/r 4(BOTTOM) LESS IESS 12' 6' r2'+ M' r2' - I • 5' 12' l2• 11 /' B/a• s(BTp) m l2'+ - 12' 12' - r - 5(rap) 12- - - 12' !O' 12'+ 12• /2' 8• - - 12' 12' f2' 10 1/2' s(BOTTOM) 12, s' 12•+ 12• 1z• 5- - - rz• rr YI FW 6 1/2• 5(BOTTOM) !2' - - - 12 - - - 12' - - - 6(lap) 10• - - - to, - - - 12' - - - 6(Top) f?• - - - 12• - - - 12' - - - 6(BOTTOM) B• - - - 8' - - _ 1I' - - - 6(8017w) 11' _ _ _ r1' _ _ _ 12• _ _ _ 597f r _ _ _ 7- _. _ _ 9 1/2' 10- - - - 7(BOTTOM) - - - - rz B 1r Tz• 12' rr - - Ocw/BOr7ail - - - - 12' - 12 rr 12' Tz' - - (TOp/cnTrau 12' _ 12.++ _ 12• - - - 12' - 12 - i ODP) 12' 8' 12'+ 12' 17' 6' 1?' 1z• 12' 12• 12' 8 r/z- r..9F(BOTTCAQ + ONLY TAFCON AM 74ORS OR All PONT SOUa�WT ALLONW FOR&WffWO SECTWN q ++ A&WORS SPACM ONLY VAID FOR bt1PC M44JAf lr - 12' 12• 12• 12• 12 12' 12' - 12• - z•9F(IM) rr e' Jz•+ 12' 12' 6' - - /2' l2• 12' 8 1/2' 2 ' SEE SHEET 8 a 9 FOR AM2IORS TWE a SPACUM. (BOTTOM) FOR MIALLAVOI S WTD HOOD FRAME BEWDI S: 12' B' !?'+ 1z' r2' 6' - - r2' 12• 1z' 4 8 r/z' 2A(BOT7aM) p WN W AWHOR SPACWCS ARE WD FOR J I/2•EDGE MTNCE ASSa-+OO 12' - BY 12'+ - 12' - - - 12• - 12• - J a t(fop) A&XMYYA,7 SPAONNGGS JS {N BY REDUCE AAU?&?IW MUOOWNG DA r2' 6' 12'+ Ir 12' 6- - - 12' 12' 12' 8 1/2' J(BOTTOM) 56'-O' At'FACAMIE 6 2E1Q,A Jf/2 TORAVCS S a QCO /2;AND J 1/2'POR SW/P-SET ANC7fORS), . Lm !T' B• 12'+ 1z' 12' s' - - 12' 12' 1r 8 I/2' 4(B011pI1) To 11' - I2"+ - 12' - - - r2' - 12" - 5 crap) 1 ACTUAL E D. FACTOR . 2A1NC RILAV 12' 8' 12'++ 1. 12' 6- - - 12' 12' 12• 8 1/2' 5(BOTTOM) TAPOM /�Avr1AF r GA1R-E1 SA'o-StT CY OIP-GOW 12' - - - 12' - - - 72' - - - 8(Tap) J' - .86 .75 .78 1.07 r0• -- - - 70' - - - 12' - - - 6(BOTTOM) 2 1/2' - .71 .50 - .80 .. 9• _ - _ g' _ _ _ 12' _ - - 5• BORON 7 OP 2- - _ _ 7(00T70M) ,.\\,a nuiu z' -15 - - - - � ` 77 � „...,,.i/�+� FLORIDA BUILDING CODE Non NI Volocl NurAcano Zone) 0V' ,Nr,ENSF' 02116 TEOq Ere 0.050'BER ALUMINUM STORM PANEL Fad.IE 2.25”DEEP) AawR an No,4EASTERN METAL SUPPLY, INC °�DAMf6 I �T LIE C O,we. r 7NlTT 1ESIfIX7!ENG7hE[R/N0 COMPANY E13T PALM BFAAL R JJ+67 y- �- om a.a s.att Iwvw a COMPAW AlWe WE IN -OM FM JWlMI-rne 15-044 j�yP i '� ww�.x tw.nr x rsn a r m.cr rr e.r my rs auwYlC W G .S Cti f8-0M671e ♦inti.... :Pal��� 1e4tRR A JG PE m 1r�m ••••• RC2O4 Ifn HI87 S'trF7 8 GY 14 ' ' TIIIIMIIIll1114t1N\L� FORA "A&a"om 7 O410AW PAYAEL N°i AfA)4M(!M A SD DESIGN-PRESSURE RATING s f) AND CORRESPONDLur 3�ex�y( ,LnlrlrnR---- ��� . �R l�rr' HO EKR f1USM PAW LOWM FM A QW - ED.�EDGE D47ANCE $im i ON arr' 'g""°��POf SPACLNC SCRED= FOR INSTA�aMM INTO CONC2F'7'F AM CON = BLOCK s Uj9TMF.9 IlU7y1M/ WNYW ANCAM SNOW IDR E D.-J 1/2'a APPIM.ILY£ro if{IiW -- 14 MAN AM1CNOAS Sti�aV FDR E 0.-J 1/2• r( ? ASP E TAPGU`tS amMOI T CAtlr-ot SG(A+4T PAAEif1ATE5 GF TAP-GRP a �N fV EWGN TAfCW6 RID 110. GVK-,IN SOLWSEl PAAtiWIfS O.TARbtD PATM m m m m m ro m ro m m ro ro OF Dktl 'Y,•(n,J m m ro m ro m M m m ro ro. 64E @ rt 0ataa[1E•usS�Rr�O�YAEiE ltav74rr m1oRETE wmm m001LTE naso" OaAmw 1lascrar Da'.oam McSW" enrAUdeTE wscrow COAQ TIE 7wsawr m%cA TE ItasovrY e17t. xNE Maswr coma=uismwf 72' - 12++ - 72' - - - 12' - 12' - I(TDP) 8' - 7-+ - 9' - - - 1P' - B• 7L/Fn •' a�� 12' 6• 12++ 1. 12' s' I2' 12• 12- 12- 12- 7- 1,9+(B07TLW) 12- 5- i)++ 10• 12' 4- 12• 12' 12- 9112 9' s• 1.emonw) Ir - 12++ - !?- - 12• Ir 12• - 12' - 2.9+(1DP) 12• - 9•++ - !2' - l2• 12• r2' - S' - ?.emp) -- -- 1. 6- rz•++ 12' 1 12• s• _ - 12' 12' 12. 7' 2(WIT-) 12• 31 t7++ to, rz- 4• - - 12' 19 1/2' 9' s• 2(E10TrOL) -- - 12- 6- 12++ 12' 1. S' - - 02• 12' Ir T 24(BOTTOM) 12- 5- w- 10- 12- 4' - - 12• 9 1/2' 9• 5' 24(BOTTOM) 135.a-4ao 12' - 12++r - Iz' - - - 12• - 12' - J e 4 OM) 8'-0• a-60.0 12' - U'++ - 12' - - - 12' - 9• - 3 e 4(np) a'-0• TO rr s- r2++ 12' 1• s• - - 12• 12' 12• 7" J(BOTTOM) OR m 12• 5- IT-+, to- rr-- 4' _ rz• 91/2' 9• s• J(eonaq OR LEW +Ssa-0a0 12• 6" 12•++ 12• I2• s• - - 12• 12• 12' 7- 4 monoM) +75a-MO 12' s• IT-"" to- 12• 4• - - 12' 9 1/2• 9- s- 4(BOTTOM) �� 1r - 12++ - 12' - - - 12' - 12• - 5(TOP) 12" - Ii++ - 12' - - - 12' - 9' - 5 OOP) 12' 6' 12++ 72' 12' 5' - - 1?' 12' 12• T 5(BOTTOM) 12• 5- if- r0• 12• 4• - - /2- 9112- 9- S' S(Bonam) 1o' - - - IO' - - - 12• - - - 6 OM) 8' - - - d - - - 10112, - - - a(IM) r _ _ _ g- _ _ _ 12• _ - _ 6(--) 6- _ _ _ 6• 6(BOTTOM) 7" - - - 7" - - - 10 t/2' - - - 7 S' - - - 5• - - I - 7 1/2" - - - 54 g• _ _ _ g• - - - rt' - - - 7(BOTTOM) 6. - - .... 1. - lz" i2• !2• 12' - - (TOP/a07TA1I - - - - 12' - 12" 1. 1z' s• - - (rop/Borrou 5'++ - 6' - - •- 9 r/2• - 4• - t(Top) s• - 4-++ - 5' - - - 8• - r J I/Y 1(few) it 4- 9•++ a' Il' J' 12• 12' I1• 8' 7 r/2•' 4• 1.9+(8077011) ro' J• 8•++ 7- to, J- 12' 12• 12' 7. 67/7• - I,9+(Bonn) 12' - 9•++ - if" - !r 12' 12 - 7112" - 2.9F(TOP) IO' - T++ - 12• - 12' 12- 12' s I/1' - 2,9+(M) 1/' 4' 9'++ 8• !7' J' - - 12- 8' 7 r/2• 4• 2(BOTTOM) lo! 3• 6•++ 7' ro' J• - - r2• T 6 1/1• J 1/2• 2(BOrrgY) 11' 4' 9'++ 8' T1' 3" - - 8- 7 1/2' 4- 2A(BOTTOM) to, P 6•++ 7• lo' J' - - 12' 7' 6 i/Y J 1/r 74(vorroY) +J1R-00 I1 - 9•rf - it- - - - M• - 7 112-1 - J e 4(IOP) +s1a-no to- fa' - - - 12' - 6//1' - J e 4(MP) To 11" 4- 9'++ a' 11' 3' - - 12" 8' 7 1/2" 4' 3(BOTTOM) >"" m to' 3- 6•++ 7- 10- 3• - - !z7• 6 1/1' 3 1/2- 3(BOTTOM) 8,-01 +55.0.-60A 11- 4' 9'++ a- fi' 3- - - 72- B- 7112- 4- 4(60770M) 1750t-WO 10- J- 8•++ 7' To' 3' - - 12• 7' a 1/2' J I/2• 4(60TION) to 11• - 9'++ - 1t" - - - 72' - 7 1/2" _ S poP) ro' - 8.++ - l0' - - - 12- - a 1/Y - 3(roP) 9-Y U' 4' 9-++ a- ll' 3• - - 1. a' 7 I/r 4' s(Bonam) 9- J. 8.++-)• J_ - - 12* 6 1/2" 6 1/r J 1/2• s(BO77 M) . 6' - - - 8 1/2" - - - 6(rOP) 6' - - - 6- -_ - 7 IA- - - - 6(lop) 5• _ _ _ g• _ _ _ 7- _ _ _ 6(mTroM) 5- _ _ _ 5- _ _ _ 6 1/Z' _ _ _ 6(aonOM) 4- - - - 4' - - I - B 1/2• - _ _ S97 BOTTOM 4. _ _ _ I' - - - S 1/2• 7 s' • - - - 5' - - ' - 8 I/2' - - - 7 POTTOYI 4' - - - 4- - - - 6' - _ _ 7(6Onw) r - r2' t2' f2' 6' - - (TOP/B07ILW _ _ _ _ 6- _ 12- 12' t2' 8' - - (rop/aoTroM FACTOR + OMY ZWCW AMCIK W OR ALL FaWT SONO-SET ALLOWED foR MOEWTRC S Mff V. ACTEM E D. f+ AWKORS SPACAG OMY APR"&E TO ZUAW X"NXIMS FLORIDA BUILDING CODE Non N/ Yalocl Hur7fcone Zone zum MUM SEE SIM 7 e 8 FDR ANWAMW rM a SPACM FDR OL4MMIFa4s Rao WOOD FR41AE TA/mv /OttumcT CALK-AW SOLD-MT CF TAP-GRP amoom 6a1n rt7E0a MG 0.050'BER710ALUMfNUl1 STORM PANEL nu c19 •• 94XBaW ANUM SPAMW ARE MW IDR 3 1/2•EDGE OSTANCE 2.25'DEEP) num 6M. J- - .66 .73 .78 1.00 FOR E A LESS 17M J 1/2;RMOCE AIraW SPAaW BY IR7LMYWO SPACA=SHOWN ON SL7IEDclE BY 7W FDILORIRo a1/24/1a 2 1/2' - .71 .50 _ •8O FAMR%(10L E 0.FDR 0"-H ANC OW R QOO EASTERN METAL SUPPLY, INC 04TP PAt&1LNTE 5 2//2 AND J 1/2•FDR SOUR-SET NkYIORS). I L E C O�Ne. 4166 War Root avw 2" _ •� _ _ _ FOR IM OPERAIhN STD BE IdOE FtfD1IclD Sp FOR RE51Rlha FROM APPLYM ABOVE nLur IE578q a[NGMEERINO 00MPAM• rpT FAfM YAUi.rt 35Po7 FACTORS SIULL MDT RESULT ON SPACWGS LESS THAN 3•FOR ALL AWIOW(EXCEPT atm rrt aaw a Iwcrr n ms F6A7AE(stl ,FAC(66Q61t-1716 I$-044 I 1/2- .Js _ _ _ _ +4.6'FOR RED HO O17NBOLT AWHOASk as• 't®-0006719 tvr ra r - i rr i-.i motor irr ddIMAC Ib KYJER A .V.Ps as tr ra r LiG Nlel sWU 7 or r4 LONICREW ANCHORS --- -- - RS - ---- - --- - -'SEE SG�DWt�_L X ----- - - WA(SEE SCHED LO 6 1/4'Max. GAP (SEE SClfIDWE)� �4•Mar. GAP � -- N- FT d I POURED W I C I CONCR67E I POURED w I 1 REDIARED i 3 cone COACREFF REOMIND 2 c-t SECTION B-B I I I SCALE: Ila'— 1' - - - - I f EQSnAV WASS I I , Wnis I-Fur.SEFARA7MYI I a ' 1 14B/6,7 14A/6, I I r°dws I r•M,. CLASS 5 710N I (wHDL£) 1 ,166/ 15,16A/7 (WHOLES) TOu�u i w BUT NOTCHED 1/4=20x1'S.S. I I , 76 E1 CORNER 0 S/DETAI2LS 807'0.AS /14 1MR. i SHOWN. 2✓15. (WHOLE) I I I MR. I I 1/I.1-20 x I-SS.S W/7/B'a x 5/J2' I o I + I .'.f WWG O IZ'O.G I B INTER/O�CY REMOVABLE I 1/1•ml 20 x l/Ssus .6 .I. PANEL(1)W/ I a wwwC O 12'0 R SIOEW BOLTS (SEE D14 ElAILS I 1 I I '0 2/7, 14)CONNEC7ID I 1. ..}' 70 7HRU POURED I I r ry j s/8 0 HOLES nr®® CONCRETE OR CONCRff7r I I I t W BLOCK WAEL tiPOURED Ll I-rill FASTENED AT REAR REWMED CONCRETE $ — - W/7/8 OxJ/J2' I � c WING NUT 0 EVERY I REiNAR£O w_ 2- OR OO OR SIDEWALK BOLT. I CCONCRETE - 148/6, ANCHORS-7-- 14B/6. —J75• 1 J_ 15 14A/ 116 B/7 15,16A/7 fa CONCRETEANCORS J' CONCRETE ANCHORS(SEE SCHEDULE) ,7'-J Cane (SEE SCHEDULE) Max. Max. PI Ma+LY REMOVABLE PANELQw/ 7 Min. 1 ax. VDENALN BOL1SAgr DETNL 2) SECTION l0A SECTION 10BL H0`�COr e s o.c UTHRU r AT RGR W, 7/8'0x7/!1 NUr O EYFRr 56IEW,eK BOLT. INTERIORLY REMOVABLE STORM PANEL WALL MOUNTING INSTALLATIONS PARTIAL ELEVATION Y SECTIONS 10 SCALE: 1/8' 1' SCALE:3/6'- 1' .. nysTAuATtows vAup f7og PANasCi)usEp jolmaY WITH INEERfORLY ARLE PANELS(11 1T1JfI nprFFrriJAi OV Q $E '� FLORIDA BUILDING CODE (Non High Velocity Nlirrfcone Zone) rpt d 02015 IXMM A.0 0.050'BERTHA ALUMINUM STORM PANEL FR.L (2.25"DEEP) WMWN sr ° EASTERN METAL SUPPLY, INC at s •!,4\ 1 L E C OINC. 420 WEA ROAOS WC nuJr TESTING&ENGINEERING COMPANY *W PAW MILK n.JM7 l5-044 xi � n� \,� aa9 rte amK sem,i_.aG Irxsa�u�4 n mse PIMhE(SBQ209-.81&x FAX-(56Q811-1716 ,'x7 "[JFES�\O;N````• �••: �l Ooosil9 two WUWM N, rl PLlifi `'� WkTER A.—7 d: RE FIIli1111111 A IR. 14767 SWr 8 Or 14 QD�ETE ANCHORS OCNCRC7E•AWJKWS CONCRETE ANCHORS E.A CONCRETE ANCHORS E.0. (SEE SCHEDULE) E Q, (SEE SGFDLU) (SFE SLYIFDULE) (SEE SWMULE) PO♦IRf'D E.0. CONCREff POURED POURED PONCREW Ea I I f0. POLIREV CONCRETE EQ. I I EO-- RL:OUIRED� FQ. I I ED. — — �� - REQURED 1 _ g I I 1 5 ant I S cont I 5 cone I —�5 Conr. I I I I I I I I a I I I I I II a^ 1Alar.SEPARARON N GLASSI �' Cl / Km.SEP"mm I1 '" I I I-1•WrO CLAW I y I TO GWW IGD.SERARAT111 I 1 I I 7 I I b II TD CLASS i Y, t7ETA¢ 13 I i I ' N h OETAX 2 I h T- I � I I I J/J2' I i �. I T 6 I 7i AW Nur 03- I H I I6 I O D 12"a r 1 OUD J2• I EVERY ST UDC NUT i L I i T Y Cont. L i I I -EVERY MO I i I 70 X 152• a I O 12' C. n I I to I I cane. L I I 0 12'0.EVERY a j Cont L I I AL7ERL WE LEC LDY:E OF in I L.00AWN a 1 I PauRm conrRE7E I ,- SLAB� � � --- I ant I RWLNRED APPWASLE I_ I I EDGE OF _ EDGE, I ALTFRN4IE LEO ;, 1 CONCREFIF ANCHORS ED. eF /—LOGIAN I (SEF SCHEDULE) 1� �� I ,• APL3.rIBLE I I L I I L ---- r lEDU<£) LE,D, REOTRRED SCHEME LE.O. 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I [SEE scNEDutE aN �_ (2.25'DEEP) LXuwH LTV: I I $FIFE!1Q a rr) .1875" •: w/24/rs zr EASTERN METAL SUPPLY, INC L>w7E .050' ,• HOLE O a•as HIO7E FUR LIOLIBJNA110LT OF sEcraNs: N 1 L E C O t XC. ,T55 wEsr RWOS ORM 'C'`�••. / ��� NEST PAIL WZX R.W 07 DETAIL 7 - /1LSTIE1JT101V OF 4 rfw ;.O,E.•• A( ? �4+� nun TESM&a ENCINEER7Ho coLrPAHr 15-044 ELOOR CEiLlNO LLXINT7NC SECTIONS CM LTE R�n nm 1te m sg w.aasr n anw EYHNHE(S51n02�tei FAX:(SEQBHI-1715 MEWAL.r BOLTS-0 RWVABLE PINEL COMBINED IN ANY WAY TO suLT ANY LNsrAtu+nay. s,�S' .., ��+r a�.'re s�,r®=(ia+`) 1m1 . msb ... mv. .u1 DPAKW La SCALE-r•"r ---- lgi�sT�PI Ai.E�,,���`' "� LMUr lei as n m sxLn s of r. 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