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PRODUCT APPROVAL - SHUTTERS ACCORDION
i ' q _ Ocis tiorne !Log in :Use}Registration tt t`Topics 1 Submit Surct'arge-i .scats&Facts:I Pdt9icavons € ¢ontact.w I acts site Map i Links SearO i product Approval USER Public:Usar ro agpm�al rtanu.y P 4ductbt Aug3,�G >Agnlicatkn-"1, Application Dnt_ail':. xr.�r L777 FL# PL389-R10 �� uM Application Type Revision Code-Version 2020 Application Status Approved I Goriil»ents' , Archived, Podduct Manufacturer . AmeriCan-Shuttfr Syste(ns.Association,Itir: Address/phone%Ema1l 4268 Westroads Drive West-Palm Beach,FL334 07 �561)2i)9 8263 bfeeleyeasternrrtela►.ci in A411or ied Signature.` BiltFeeley. Iradriguez@easternrrteLaL'cont 'T'ect ntral'Ft'ep esentative.. Address/Phone/Email i i Quaitty Assurance Representative Address/Ohone/Email . I i j I -Category Shutters Subcategory Accordion ,Compliance Method.. Evaluation Report from a Florida Regis tered Architect or a:Licensed:Florida Professional Engipeer Evaivation Report-it &dcdpy,Recei,ed ngineer.or Architect Name who developed the.Waiter A; Tillit;:]r. Evaluatio P.E. j n Report Florida lLicense :PE-44167 .Quality Assurance Entity Nations l Accreditatlon aod.Managemeh'Institute: Quality Assurance Contract-Expiratiorl:Date 12/31J20Z1 Validated`ey:; John Henry.Kanmpmann',oe Vaildation Checklist)Hardcopy ReceiJi=ii' £ertificate.of Tndependeince 'EL389.Fab c6t...Ot AS. A " FL389'_3R10 COL 1 ndf: l L389 R 0 F2df Referehced'Standard and Year(of Standard) WWI' Yetis ASTM E-1886 2612 A5T14f'E=1996` 2012 ASTM E''330 7AS 201,.202,2Q3 1994 EquivalenceXP of-Product Standards Certified By I L COPY S.ktions.froni`the Code i i I I I � 1 Product Approval:Method Method:l option-D' Date Submitted 10/15/2020 bate'Validated- 11/06/3020 Date Pending FBC:Approval- 11J06/2020. ate'Approve 12/15/2020:. Summa of Products. i L#' Model,Number or R1ameOdscriptian' 389:1 i Bertha HV Accordion.Shutter.-Blade Extruded alumfnum interlocking blades retained by tracks..(top ? i FVZ)- ndbto )'f strmproteciorr 3 {Non= D m f Ltmits`of use Installation'Instructions ,1 Approved for use iri HVHZ: No 0069 WWC�I1 DRWING AS SA:BLADE3.gdf Approved for use'outside HVHZ 1es Verified By i,American'Test L'ab':of South Florida,Inc. Impact Resistant:'Yes gtepted•by Independent Thin(,Party tes Design:Pressure N/A Evaluation'Reports, Other.'Large Missile Level V%Max span is.12'4"for 40 psf` i f-L3Ei9 RiV fAE PER ASSA BLADE3.,kd: ! positive;ASD load and L3'-0 for 35 psf negative ASO load the: Created by independent Tht'd party:Yes HV3 blade w/o window blade,5'-2"far 110 psf ASO load for 14V3 blade w/o window blade and W-11"for 62 psf 9'-11't far 5S psf:HV3 blade`.w/ivindoivblade working in unfson:Max.spah fo-HV3:blade w/o window blade for installations into Metal Stud.wails is 7T for,max..ASD pressure rating of+72 72 and 1 84 for+64 64.psf.Soe sheet S for other spans and ASO, ' pressures - 3E9 2 Bertha'HV-Accordion Shutter Blade_':1 Extruded aluminum interioctling bladds retained by tracks(tope Only-(Non-HVHZ)-Orgrid laottom)for storm protection t emits of rise:` I Installatiori,Tinstructions. Approved for use'in HVHZ No. 17138 RIb jI Okyvipy AS ,a Bi A r:j:"j 11pp'roved for use outside HVHZ:Yes Verified By AmericinMest Lab of South f'forida,,Tnc. Impact Resistant:Yes Created by tndeperident Third party Yes• Design Pressure .N/A EvaluationReports Other:Large•niissile.level"D".Max.Span 1s'16'-0"for 30 0,s, iE-PER ASSA IBLADEED4 ne atgive Asdi load depending on,aenter ates and: sifc€ror metals Created b !ride erideritThird Party:Yes j 9 P 9 9 Y' P !i con fi oration for the HV1 blade 8-t} for+64 72 p.s f A S D: ! load for HV blade for Keystone mountings 7'-0 stud mountings and 8-0 for 110 p.s;E.for HV1A working in upison,:See"sheets 7;11and 20 respectively of installation dravrrngs for other.spans:and pressures_ -- 389 3 !.Bertha HV Accordion.Shutter- Extruded aluminum interlocking:blades retained by tracks,(top. l COMBOr:(Non HVHZ)=Drwg 20463 and bottom)'for storm protection Limits.iif Use installattoi' Instructions I - Approved for.Use in.HVHZ No Ft 369 kid,!II DPW ASSA BLADE1 2:gd { Approved for use outside HVHZ.Yes Verified By."American,Test Lab of South Florida,Inc. Impaat.Resistant Yes ! Created by Independent Third'Party Yes I Design-Pressure N/A. j Evaluation Reports for Blade hand 18 0 for Blade 2.See schedules on.sheet 12, � Created�b,Iri�dep de Party..:IV.tNer'.La a missile Max. 16-0"span at 30 s.f ASO load. l �38 I. SSA�BLaD 1 2.bdf;- nt 7illyd Pa Ye's 25;and•28 respectively _ a i i conbct usfit:Mat 61 ir.5io i,+Road,.Tallahassee FL 2lM9 Phone:896A 7-1824.. -The Staig dt i toNzla is an XtA1EE4 employer.Cogight 20t)7-''<d13 State tlf Flaridg:is P tr Y�cy5totement:;l�icosS�tiiitY statement C:ttafund Statement i.. _. - UnJer Florida laty ernall addresses are public iacords.If you do.not Want your t-mail addrewreieased in.,tesponse to a publlimmtords r quest do norsend ele&roNc mail[o thfs EnUky:'.Instead,contact the office-byphcne or by traditional mail.if ycu hava.any.tiuesSons,please iimtact 050.457.1395:"Pursuant to Section 455:M(i), - -Ftcrtila5cattites;effective Octobecl,2012;,licenseos licensed under Ctiaptef<,4SS,F5.must.prov7de.tfieDepartinerit+'witftlarizinail addresser di*'yhaoc one.3fiegrnaiis ryroyided ma'y ha used foi;officiaj communiwticn with Uia 7iwnsee.Howayer.email addresses are public record-if you do:not ititsh to suppiy.a personal address,please - v`provide the 0epartttient with pri'etttail,address Whitt,call be made availableLo r{a Public,'Kp GeteittlCna lf.you aY±.s a licensee u!+.d6r Ghopter 45fi-F.Si,:please'cti'tk hr�ra..; . . ptadiictApprovorActapls: ,i �rec3lt�Bt'C# ii y if GENIAL NOTES, I..BERTHA N.V,ACCORDION SHUTTER SYSTESt:si O,m ON THIS PRODUCT EVALUATION DOCUMENT(P.ED:)HAS BEEN VERIFIED FOR:COMPLIANCE IN ACCOROA.NCE WITH THE 2020 fM MITION)OF THE FLORIDA BUILDING CODE:THIS ACCCRDIGI SHU rER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HUW W E ZONES. - - DESIGN WIND LOADS SHALL BE DETERIBNED AS PER SECTION 162A OF.THE ABOVE WwR£Nm CODE,FOR A BASIC WIND SPEED-REO/IRFA BY THE JURISDICTION YOiME SHUTTER WILL .TABLE-OF CONTENTS. BE IHhBTALLEO VM A.DLRECTIOIKITY FACTOR:M-G085.USING ASCE 7-10 AND SKMI NOT EXCEED;THE MAXIMUM(RS.C.)fXN PRESSURE RATINGS'RIDICATED .. ..... ON SHEETS 11,THRU.15, 19&20. kN ORDER TO MMFY THE ABOVE C DNO=K ULTIMATE-DESIGN WIND LOFDS DETERMINER PER ASLE,7-16 SHAM.BE FIRST.REDUCED TO AS.D:DESIGN 141N0 ILTROS Aid 1: HV'BLe.DES T dF BY M'JLTIPLVING_;THEM BY 0.6 IN 0187ER10-COMPAJEV THESE W/MAX(ASO)DESIGN PRESSURE.RATINGS.19DICATED ON.S£.M 11 THRU 16,19:.&20. GENERAL NOTES SHEET 1 1N ORDER TO VERIFY TRAP COMPONLTJIS AND ANCHORS LOW:THIS P.EO:.A5 TESTED.WERE NOT OVER STRESSED,A S3 2 INCREASE IN ALLOWABLE STRESS FOR.WIND LOADS WAS RM USED IN.THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS:HOWEVER.A WIND DURATION FACTOR CO-1.60 WAS USED FORNERIFICATION OF FASTENERS IN.WOOD. ... .. SYSTEM COMPONENTS 21-37' SHEET 3 BERTHA H.Y,ACCORDION 4 MS"11JTTER SYSTE ADEQUACY FOR%IND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIRFJ7 1N ACCORDANCE WITH SECTION IWkl.2 Of'THE ABOVE MENTIONED COOS AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV Et.ADE.(D J0214.01-03.{071501-03.0,1004,01-05:e1214,01-0.10317A2-06;&609Of-10 AND}021DAI-11 AS PER TAS-201•TAS-202 AND TAS-20 PROTOCOLS AND'ASTM E-IRB6 ARE4 2: HV BLADE(1)AND W WINDOW BLADE CVa AND E-1996 STANDARDS QVISSILC LEVEL D.WIND ZONES 1,2&3)&.f122G,01-10 A,9 PER TAB 2,01,203&203 PROTOCOLS LARGE MISSILE '(,WHERE.AF/RL((.tt,8W -FN"ATN017W BLADE:c:pws,01-08:A5_P r'7f A53M E-1666,"E-189$(MISSILE.LEVEL 0,VA40 ZONES 1,2.3) RISC PROTECTION ONLY AMID i 0725.0148 AS.PER TAS 202:PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON.LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEEP 6 2. Hsi B.ADEU AND HV MNDOW BLADE 9 ATE'ENiN'N!LRa>TO WORK IN UNISON WITH EACH OTHER UNDER THE CENCRW,UMLTATIONS AND CONDITIONS OF USE INTIMATED ON SHEET 19 INSTALLATION DETAILS G-W,CONCRETE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KMICKLE:AND FOR DIRECT MOUNT CONNECTION TO TPA=SHALL BE g14z2.75'AND 614A.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS 57EEL SCREWS WITH 1350 ksi YIELD STRENGTH AYD 160 W TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENrERMATE ALTERNATING.DETAILS HV SHEET 5 COATING APPLICATORS,REGISTERED ViTH AMERICAN SHUTTER SYSTUS ASSOCLATION.PINS OUST BEAR THE HV 1AM"41-3 ON THEIR HEAD: A.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOLIATON ALLOY AND TEMRER AS INDICATED ON.SHEETS 2 AtO 3,MLNTMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7-kei FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6DO545 ALLOY.ALL ALUMINUM EXTRUSIO S TN CONTACT WITH DLSSIMLLAR MATERIALS SHALL COMPLY WITH BECTON 1II-6 OF THE 2015 ALUMINUM DFS;GN MANUAL. MAXIMUM SPAN TABLES SHEET 1.1 ANCHOR Sq'.MJLE-CONCRETE&BLOCK SHEET 12 S.ALL SLTBWS PJ wlE 41xm ES.S UK"3Q4 OR 3IIVAMI SERFS OR CCRRLLSION RESISTANT COATED CARBON STEEL AS PER CNN SDO18 WITH 50 1ml Mgr,YIELD ME40H AND 90 kM MIN.TENSILE STRENGTH- ANCHOR SCHEDULE-CONCRETE& BLOCK. SHEET-13 AND SHALL COMPLY W/'FLORIDA BUILDING'CODE SECTTON 2411.3 Sit: ANCHOR SCHEDULE-CONCRETE.& BLOCK SHEET 14 6.BOLTS TO BE ASTU A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAJNLE S STEEL WITH 35 Mai MINIMUM YIELD SRMCTH. ANCHOR SCHEDULE-WOOD SHEET-15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFiCATIH7NS;HV ELAM O: 12,13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 FN SLAM'(D 0 WCWW IN UNISON: It 13& 15 INSTALLATION OUkLS S-X, WOOD SHEET 17 B.'THIS BERTHA H.V,ACCORDION SHUTTER St"uTEM[TEARS'A U.S.PATENT 1T6'779,582 COMPOTHRATS OF THIS APPROVAL ME,COVERER, INWHOLE OR IN PART 0Y U.S. PATENT#5'458,179 ISSUED TO EASTERNEND CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 MRAI SUPPLY, IIVO.. NoaW 8LA€lE AT�•ONLY 3.IT SNRH,1.tY THE AESPQt4StBELUY OF THE C0IILRACiOR TO VERITY TT$SOLINLY:'ESS OF TLSE,STRLKT1iRC WHERB.SHELTIE^--,E'a-fD fiE.ATTACI+ED.TO,NSIAE:PROPER ANCHORAGE,LX'.tiiT•"ACTO¢T TC.t;Iir,ALfCALMIt;- .. .ALL SNUTIET2 COMPONENT ROOM WINCH REMAIN.THRU FASTEN=IN CONTINUOUS CONTACT WITH THE�.P.Ui101NG'TYj'PR£VF,��h9fHT/&VN.M7RiDS'OFJ= .: tror:AL spill fER'Elx-VATjOff' }Q 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH(YARNING NOTE:MRI$IG FERIOOS UN'HLimcmi RmtmCS HOMC O`MIER,'TENAPYT:OR OTHERS, MUST P?0PEf4.Y OLDSC Au HV A7.D��!AD , CEIITFRWVES AND EIHCALTE OR LOCK ALL HV AND NO LOCHS. .. = -, .... .. AREA',4HV`�Ni1NBOW.�BL.dnE Ct:)QhitY-: it.SHUTTER MANUFAMREWS LABEL SI-TALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCDROICN.SHUTTER IN AcCOROANCC WITH`5M,^1ON 1709'.4.3,OF FLDRIDA BUIL04LG 000E SAYE LABE1,51AL,BE - INSTALIATION'DETAILS METAL STUD WALSS... PLACED FOR CVEAY OPENING,LABELING TO COMPLY WTT1 SECTION 1709:9.2 OF THE FT MDA BUILDING CODE. - - .. .. ... . " 12,BERTHA HV.ACCORDION SHUTTER SYSTUeS INSTALLATION SHALL.COMPLY WITH CPEO5 tNOECATInty IN,r•as QRA111N1;:F,1dS sypiY'GTL°It R+G FHO;'2ONR,.90ULATIONS PROVIDED E!Tk(E JL7Rf.°iE3.LR?CtiU WI4e'T#s,. F " PERMIT IS APPU ED-70. ... - - . 13. (o)THIS P,E.D..PREPARED BY THIS ENG"IiE£TT:LS'Yk"NT1VG AND DOES.NOT PROv*C RlPOF'HMATIOti f/351.R.5LTE 5PFCiFI£PTO,iCi:):.1R. 41ER£;HI:$TE;�ONDTTONIS DEVIATE FROM T1 p.E,D... t (G)L'ONIT+ACTOR TO Ge f2ESF`ON5IBLE FOR"DIE SELECTION,PURCHASE AND IfiiSTALLAT1Dtl_WCL(tD:NG'LIFE SAFETY OF THE PRCV?LiCT BIASED ON THIS P-EZ..PROVIDED HE/SHE COOS kO7 0£VTAW FPOM:. THiB bfu+I'4YI 40 rj'�✓'{t,(. (}N_LY_BE USED TO_THE COHDTTWNS-DETM^..ED-ON TF95 DOCUMENT:CDNSTRUCTRDN"SWVY"'A7-STIE IS-TKE CONTRACLOR'S-RESPONS189!N' __ _ _ ... __. _ OSTAIN.�PERMiTS iN THE STATE.-OF FLORIQA. .- (e)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SLJ11 BE PREPARED BY A FLORIDA'RESMSTED ENGINEER;OR ARCHIECT WHMtI.WILE SECOME,THE ENWNF.ER OF RECORD'(E.O.R.)FOR THE PROJECT AND y OAILL @E .. .. .. RESMNSRBLE FOR THE PROPER USE OF THE P.CD,ENGINEER OF RECORD.ACTING AS;A..D"CATEO ENOLNM,T'0 THE.P.E.C."MR SHALL SUBMIT TO THIS LATTER THE SIB 6.AE04F!G.OII/.1t110.'GS.FOHTi .. (e)0WINA,P.E.O.SHALL.BEAR THE DATE AND ORIGINAL SEAL,AND SW4kTURE OF THE PFfCf E53�Gl1Ad..,ENGIH£fR.OF P,SCOFitI'T yT PRE(^ARi:IS-pT:. . - `F1st}RiD11,BUIlDI�1G;CbDE N3es.<f![uh Yetocily.'�1urFEcat€�:::,Zo��` 0262014YC0 INC. �,,@�p RIG .,� t52 H 6l''1f TU 01y :' //'�' " Acccirdioni Shutter Sy stern' w III r� Her.:L�LaOL I.w/CFI VijO t{v 4H6 70k AOE No.44137-��� -=�`- Amencon.Shuffer S sfeitis --•••_- MOT 1'E5TING i ENGI#EERING COMPANY t ocaeAPruae � uxTe 9T1AYN aY H ' 1�; •$ -R - 96c10#IORr Jnc:. F ,5 17-1-1 Q7 /�Ti`Lg.`L.A'E T/2 2 _ TS' ;F r".• 6355 N,l/.;SRfT"a1 51 .tftti.NiiQ414.UMENS.FWRmA 3310 a STATE rP- . P,ro (T0 YI»T5 0 Ftl L'(3Ds)ar1-1631 42�f,+8 WiLi a cis,Dr v p. :cL� a mon:.t a cQ Aco cum 1Ye51 "sDlr sn 3cru. FL 33'A47 _ dr rLe t to Ecrry Di?A WING 14�6 i Cr '•..R... ._._......—._ rVUD.F.4LUTJn'PE i [ 16�•, ��A�nsPON Al hp Etll'f «6N1 ii1TiE/DOTc ri»aIA Ln Y:41a7 6 .I Of 2tJ 4. {L) ._<`�' r f � .+{ter .R,i"".. .�"•,�w...'+. ,��_..,...�t`.�..�—...w..._... 'v' '�`""' , t C N t tl`ha' Ikf U! Iil AYENI,F'_.rt.45F179'•' 'QDAUFIEC3:,}�GR U5EiYdf..}•iV„E32RY3E' fi:. kiV EtAtfE f OWE* 8Qi}5-T8 ALLOY,`AM1'D TEMPER- - _ :pL�AUFlED.:F'GR U E=.lY �tsl 8063•-.T6<k[1.QYAROTEN�ER - !S MIlATt7ryS iJSE.QF SLAUE Q 0 EET ig - ` , • I y •'.[:_ zs-.. .»,»_..e•---.mom—• ,-,,°.`.•,...�....•..-..: a 73-Y�� 8d2 t� h: • s i � }jy�,,t. AypAPTER YVILIF •.... aUaL 3,e0 roR USE:wi.rl r H "WALK—OVER TRACK o t ®Lrcf , t✓ y 6 HV ADJ FLE}OR TRACK C'r CUA]jnf Wa FOR USE w; W 9 Jay iR NCH TRACK c F�gp 8p53 i-All9Y-A!tp IEMP£R:1� -•-- .- GFOR. s AOE t} t PEE use w w CJAitFl 7 USE Wj:ttY f s663-te Ac.a6Y 4�r6 TEMPER BL4DEr CNLY GUARD - '. EGAD£ i P .- - :. ..Sii83 b r33.DY ntF6�TEMPER Qi1.`�tL.lfE££t�e•G`R`�if 4i1i ' '."'=•:,,:,,,,;;.�,..CQg,VA _6.a GA3fE f.. UPER. 9Wh J ' S 'Ent"c 1 y m, 095 -�.'�•St?Al, i f }}Y �EILIN6 HEADER ft if HV:HEADER/SELLS E[C3 CEILIPtG HEADER/Sll L zap QV LfnEp r0R,USE,V! HV-f3tACE t f?wY tpUAt:t tE4 It2 F EJSf Ylr'f V,3 ACSE:`t jONIY. `�. f C 5053:T6 oral.axa TEMPE • GuaEt> Ett r• P US sv/ tiY 9LAo f4 QUA WALL HEAL: W $LL SEE SECTIONS COR VAt70Tv . . ... sef SECStor14 PCtR'V guAUFrFfY,P u�E wl:yv. J 8063 T5 rkw,A40;fE}i2ER" .. .::6p @uV}E':�i,rhtL7. ..-.. - . 'COMM EW tl e s eExxpes tore L x _ a 6} SfDE 1RI�CLFS._ _. a FlED 03F Use tV rry ED XOR USE(,UmlmuM ANGLES zs .ubx F a tso a.,4� CbRNER POTS, CIUAs s wF t _ s w A wvm `" tws xtr R CAD ]tiL� € s_ ^'` 8fft23 T ' F op True T _, 60�- k roars aeMra s . NG..CODE(Non' Nlgn V.'efcC4 Nunn an&, Zone, . .. `�y�ilfll�li{� +tii.202R'Ea5€ERta A1CN4 St}'�LY'iyC Ft '�'��` �E�.ty r��, •r �.'�.�""... .: Accotdion h�utte Systefn !� xas INC 46.441 7 v:sLanE off;w�e Y1/ts Hv vAtf s. _ A�aian Shu##ar S s -— Flr; -Tiwi 4E�"iNC ?x,E-NG114EEfiIMG CUTAT'ANY Aaad f #I rd nFxR w „tanaxna Mx a 3T TF zs erg n. ,ien s mm sns Hrrea'r c t wa�.,r a a a on, Inc. OLD;17=167 FlF azti nx ? 71asn �. �I �- �t•Lt' 'Phorsr: (:a"IBtt „ss6 vaA {dos erti-uis 4268 we, rot-ds'D{Y5- - 2r__f_ a :. . p F ,rtw i J,tn:atr 2,R Vlast I olm r cacti crLL z07 a "' b AtiWttr, Et6 -. .� tatip fy6CC7f9 �� t 20 t'64 AtAL `��, , rtaa , l tntai ii St"IG, UItE/DAIL e _— _ ....e.:f i :'2 0 V. r ;a.epo' ....... ela ronl roe cs. z a zaa ?� za, o �..�i 1°3?2, r3~T.� Ott^ , a v,8 ,• yr -' [�`:V},� ... o , , I i = 5 s.sti.s' {l�•i^+� ewAL 4 8U OY PANTED t'°' 4 )i.Y ... :ss.TUA+F . ,oac8 p;. ..dib�.s�.x � S2t� NV:CENTERMATE j. 'AaJ xt I mu.Fpp W/Hv:aEADE(1 & Lr F1V..FhOATING CENTE�YrfATE'a. , ^. �. szs" " ' ��'{ .! ► �R£sS_LOC� \ 6063 T6 AU.O!?AND TEHPL'E+ '` Q ._ IED FOR USE W/ HV 6lADE�1)h 1�10NLY ... �' -__ 3.023__ S' ...:OUAL[Flb. 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E ..za=cr3tc:.rcus ., I'7 :r§ kE3tt: ,� wa.r.Rx?iarN.ttr rr>'G.e A }g FXGS G _ a f•38_r x 4GGz lti r'F '.U.S:. - { 4 a WKPCIE,atd n s €Za.,-.».. Mtaa.+•e?s' S ^U �tO175 • f8 X��' �` � - .sky+ '� � ,• "• cFr E P+G+T"77[s `. _ CU:.Rk'€Y'P,tmff, - : ci iiro4a p Fvtc"74 14EYSTt3NE MO[FtFfNGItS?ALLAF( N Hy,WALL FLOOR It�S7ALLA7i0t f _,. w:rwuwasn DESIGN Q ,HY WALL fttk-QYItR iFfSTAU1�A1'lfSN' --. T?F,elUeEII,.,-_ - VM1CI4UM$'PiSTr.K.SV/11',"-3' -. t FY RAI�tGUARO IkTALLATION' Yf�s wra€a7,a,sR t t - tsct*;;'sett rcwmaartir o ?=nlz_ •E:6 ,.DGE't3a'lA' _ RSFA J+`3'.rs Wit£.'!c+Ear'Cd'UE6 . . M1A,.rt.E{aY iG dri.tS ARX EAi? 6Er'f1if:YA't N"'Ktc tl'R.r,.d . !..-�SLT Si"�FtA'i•FA.31:,5a'(.'tEt7 E {5-i:E SYr4s'.+!iGA,""<Cp'v UN S�tEE 4_S . oR ENTis,A.K '3:Ft5E. Ufa ffie,.E,,;.t'i�t ���T��LA1'�C�� DETAILSVd H�/ E3L�tb M am ruY•;Q SUN NY sN Ai Ft04. ltbRdDA BUILDING CODE Idcrt-E#Igh {Ip„» Zone' _. F� - - - - M ._ t>26Y0 TLLTEGO.f4> 6tEf�T !� tr! Acc&dk Shutter System r€ �l.. 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T2oxo a�� � say Nar.� sr. s,.:m rwctcc.W{aei4s,'Eanma•�aral° Cjjr .Palm Wa �, � anoees (S Sj$73 tgx Far i-�s)yx-:lss+ 2F23 +estr oda'Drvo z' — DI '�+ING Nis y� a m>a::4atacacc�co- . Be,.�h, �'4 3,1401 }G 47R` �164 QJ ,Sk`SEAL/SIGNATUP.E/RATE, rmacn u b a;sa:' s 54FE` s 7 H OF.20 r .-, aYGi1REII*CaraCRE1E CR ..� ,� :E'IE' ^'F..---_.—f # - 'I 'CREO0N1C11RflIE 0''8LOC1i W>•L7. 1 Y ' . � :. C�� ;OORWNCRETE FU RpCLOZK WALL ROURc v CONCR E M"OFtC s � f` Iof °v .�- EXIST140:GLASS 4> s �p y, & 8 QC " x "� ...,+f...�.. ..+} ':? l�Sa-r. FLIG4y rya utrt J r } 7 x 1. r. S7.a7tt[E ZV1�3iiEf k �t I�DL SEPaRIa-1J;4 m ( r1 ra,mAwltiva e, �- s r to'canss(sue (; '`. r'' SG#tLLE Oti.5itFET' '.G7 5FEEa.ta Fdf L n: ill.ON siEET r ta:Fca sung G7snv asps-r ur. Brut Qa.Q9 Mo 1 � r Mg a-AM V o .i iCti gal I9'FStr) CLOSER, _ _ F —'�iC�F�S'f�.t.�t Tom" �ip1 qGEr-:19 FTR EITHER 5 ICE(LO �:.7 �ROE�.m&a�1 TE ItOL4te f�.2•�° JJ ` , OF 01 AT E1fRFR �. ..' }•.e.•.---- ' .:.R_.m. 1/2 j ` I u E.i T �1a;s;jz s.us � i � 0zt®16�,4:5.«." :.,...:. . '&lo:OC...,, .."r. kI.PIAINJM G7 it'iA _ ..........-�.. .... "O:r. .:. .. �". 060m T6 q. rPA.:'X .. { r l TG AT: a sew COMMON � G 1�OR � { OR SE1:mm x'aR � ()OR �' ro TRuxs SnE CawvELt r ? �d©•U �tL s a4r x FOR 1e T ak so 10 IRAacs a, j�j�} �'a sroe. NEcna4. yy�� ((� �A v:I k's66�, 7� ,1L,�(�✓yy •.. 1 /�7� _,/���t " -. 7 TRACKS 1� �) 'L�.c�,YJ ��Y7 ¢ 1 �ar.'17 `^V l.f'-��\:.'�'l.q'.3+r. _ ;:«6 f T i 0-7 -�a a Q � ®0.4 0-0 ago 0 ,� a �•a END- CON.ECTION b£TAiI V END CONNErMON bET,4(t ENR' CONNECTION l3ETAIL,3, : ENI3"EONNEC7tON DETAIL R pj#o 0,4 C fOR+1.AHS MATER TkAg 12' r f carlr�cRE oa 0 �+ d ER QVn Ea .nrc wrat. CLASS _. -. .,. . A i c ffifl P��T �I4.°EA' a. W-M ' 1)iLTt BUZE MA o ". ®19 fuR ,y _ 12'Q @ sr' '-'�' � 1 {BV�Ct: : :<' ;. _ fl £ a — - --i 1 s r OR 0 $ � r 5 '� roc o srcr saaa�.31 � toR fit :: i S `ALL A O T w U: ,, o�: V BLADE OR:. V-WfN00W BLADE II;iTQ' . . . . �at � . ._ . '�". Cff�ETE OR CON6FtETE BLt�GK WALL. E�l� 4N�Ee �O At 5}: gW0,01OON¢l: TfO I OE7Ait. 6iJ 4 .. � . w FLORIDA 6blUft CO] IIII69 ;Hiatt IF oc y',Hsia ncarre Zany: {+Lti) t t4 t1 { tH ' .' IHc._ Sr BOO EA's�ERN MESA..S7�?t't. AccorBERTHA �nht�tteT S stem; . {V4:4� 6 .7���,..� .�:: P, �v<1 ��w/cs�.m/o Kv WtnO�f�Iy r.* 4t r TiaLIC TESTING be-EaVQtHSERN4 tIR#P/4NYftiAf�egrl S�ts3tlat ;Syatatm9 yq cc camlmK' BATE •'o fi � f� esng u�, 1 ,...os tvcsnm rce� nau®t:arla "STATE Audofallan. Inc. I, aLn.n-toy xlz/ s+aK 7 2�zuzo xs© + . Coo. {7 i�t•,isaa t x:;3A91371••1Sa 42Ci<Ntzirn its' r;ve. z 5fY.YNiPaG r C Lt��ll p �w`� mad,tte oaiac6w�- (Vest'P 11rn 3 Ou'tI7'FI '33447 s lrq A, s��!'��5EA115iGNATURE/f)ATC Nnk.fM ti O aH18)� tti - WAtnMUej SVIUICER 5PAtJ" "E� �R:'•G stA�itii#M 5HLrYfeR 5Pe�N �t t IML#3A Sti 5?.1N c. AX UTTET2 "L Irt��LAnoN LECEND 00: -FOB 14S'FALtAZONS�t4V OG `L {fE t'R ;- R �- {C ) itJSTtI s ATlf3�5 INSTAL.IATIf)NS WJ :iV�` j' M,Z CONCRETE&'. .. i) L+:MAtcEUUM atawAstiE°Pav FOR A ctvEta Wf(3F#E HV OC3f of ar " Or Utl MANSORY� W000 WOSIIIVE A.S,D.DES6-N PRESSURE RATING. p� ac W/.0NE HO LbeKs .. HD•lQ� '..t41 N0,L'OCKIidG R00.$ ,qNF,HV 1 LCCf4" or' pr L-: MAX.AiiGWlBT.E SPAN FOR A GNEti NEcktivE :. m (JR Vff I<)¢ t.�GKtNG'.' WALL A, ,' ' D, f.. 'M N 0, P, 0, t.EJ+:}ER,4SATi^'3 d: ` GME NS',."j' Wf E 0 Loot, �`` . ��A.5;0; DESdCFt PRESSURE tYAT'.nY,. 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OR:." 76,•„rs'. 1F' a`- `t& G }� G 3p S-n 'E tG 0" 'SG: fb`-L+ T6'-D : INSiALIAnONS_INTO WOOD SHALL BE'LIMBED TO FINAL OA7GdAtJId-ALLDYVhBLE.SPAN f5 EOUAt.TO THEE 33 IE 10 } 05 psf..ASD. DLSIGN PRESS RE RATNG DETERMINED SPA4 8ETWEEN i a Ia t a etc fl 39 fa tO t� TG 3s 'S 40 13 IA t3 SO 14 7 t i^� 2 40 SS t0 -t3 10, tl0 14 2" y iS " - (3)PROCEDURE TO VEtERMINE k=NUM SPAN FOR Ti t a5. `L3-,a.' i3. 3 'i" tN CORNER CENTERIATE A3 MAY BE USED.AT ALL COMBINATIONS iti BETWEEN S4ALI.MOUNi1NCS 7 " W 17 5 t2 5G lr^"1' fs 1'w MOUNTING INSTALLATIONS,L0^f(ING SPEGFICATIONS W/ FtLOORJCEILNG MOUWNGS: 5b tr !0 1 S t0. »12 t y t2W 11 35. tf"tl SHALL BE AS INDICATED ON MANDATORY CONDITION#2 FOR A GNEN POSIMIC&S.D. DESIGN PRESSURE b+} 11.a d t t-4' }r T 1't2 a - t)R. f 1 4- €� t 1 a" 60, TG.-9. }0 #.� 'NOTE y5,SHEET 5. tY4T1#7ti: ban t0 70 #t fD tC tt t It tt FiS .7Ct tC �!p 10 t0 65 4's. ICC i ". --- DEhItMU:�;X �yyNi FOR MW 7iTING diST?:I.11 .: 7$. fO S -€ t0 t; -1D- tI g 7d SLY' b t0 C 7t} ffi'-3T 9...1"... - T +e :. / U G 40U. !d:..z MAX.-SPAN FOR FLOOR CS N N G x NS, fyy :ItdSTALtA7EUN5. 1 L'1CCEPY THAT MW(IMUM SHUTTER SPAN"L+'OR AND-AWDMUM F1.S.0:DESPIC PRESSURE RATING FOR $ - FOR A GNFN NEG47TVE A.S.D. DESIGN PRF...55VfiG 85 9 9. ( S 6 ST t TO i 8s INSTALLATIONS INTO CONCRETE OR C0.'4CRe�E BUCCK RATING: 40 $ FQ 1 9D 9 S , 3 SHALL.BE UTARED AS FOLLOWS., DETERMINE: ii $ - t-�-- - I- CONNECTIONS TO KEYSTONE MOUNTING U MAX; SPAT!FOR WALL MOUNTING INSTXLATIONS. 95 9-G t 8 9 9 7 tG 45 fl a S 9 p. Lz-., LtAX, SPu# FOR R.CJ2/CsJ€!NG OOIS?tTINC' s-^ I --.- - LIMBED TO(+54,-72 s.f. F4D 9'-O" SPAN, SEE OQ tl 9 § S 9 a 4 ? 7C0 6 B 73 a U TI JJ i ^MO N NG M ON SFi.EET 7, 14SI'AL.LATONS, $ ._ i "... ,„......�. ,.. ...,_ _ .. 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'14 12 :. 1 .t li.133 F C t, 5 S':r-1 i. li.Sf E.A E ,t Bi 7�r 14•.12 - - - 14 12 t- 19?'.�t2- L..�•��..,:�.,A Vy,�._�1...:.<t..�..1. �w='�'._- .. ^.: 1�.,� •..,_o•--• 8'.;a.. $ a T� 4f :,: �:/ TL'114 I'�} Nis{11.\ '_... -•.. rs.#a -_ _ __ __ _ 14 tj 1 9 i e 74 4 ._•••._,1._, _ xP 1.5 -WT�••••..l..w,...t 't1 ' - t4 {�;� 14 14.1 ff_ _ _ /4(� � �' fF �Lw�' '�• '...1 -i 0 8' 9 1 T t�7 IJ.1'f b _ TS,'0 tb.r.=-t-. _ .ia_i.-.-L.-! i - - tti'1'- - P �_ �-'a -�. - ,'_-Y e7.'4.S3AF J.• -_ 1 Ia 14 ._::_. 14! � 14 14 _E (( -�' j-: e FF `4 I } i8•`O tA' _ - ! :tit. .t ._„ 7.1 Yi <.._ L jH� _i-aias !t VIFIWt 911�i�i{G.C40E !l.0.;i#tg)T,:Yat[ctty Huincdte: Zone;. •� ' 11 lt4 - ERI �s�� 1�1C:�G �1cCirdFo� hurter System w S s i AN RV '�i:w/cat w�ttv eac�nrt�e NM_441 7"»�� tmrrlcon 5hlifhgr S larns- ioNs }� CV.,q 6SSCF8°StaM 4A1E tr<4i1N BY 4s _yr TILLTTTESriNO& CNG)P{ESAINC COSNPAE9Y -AltC1C�Gf({itfy.",no', OC ! fL 17-1g7 l2l��4tWiC: ^ wzo:. o� k m t ' 43 s Pfeaon wv s t4 3a5 -t3mts, ]lira sJm e (1os}ar7-153o rm .i3os.ari-.tsar 4r6$-ti4m�trti,d D vA z 'GP�WtvC N . c �'. m�G't aco�dica Yaest.'Polrr Pe+;ch; Pl3ii!? s L: �y --. .� a�t . pj�1FR��t3. 4 .20 1. 4 O A4 c ����F11ll5rTNA7UP,E/DATE 71raiDAt, �:t,tn s SHEET a' 12 Qf'.:20 'Ifni 10EDULE SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ssls ao Bt{rus e c ee{+ON sR�is s a a) I:ANCHORS to nsSrtuTE SHALL WE As r0LLW: IC t tpncitT�lance Fallue CONCAM (A) To rWffh'G POI RM CONCRETE'rLEB.I 0 1 3 ka) _ANCHORS. __ QE:WALL SILL fnGf1NTiNG Q CEPLlMG A{GUh)7t�FG 0 FLGOR:tgGUNT]Nla i a'0 i N OR TAPCDN wrtN D t ED By LT..Bu LDEx 3 1/'a x 7%4':ALL PODITS SOLO-SET, .MCHCRSTM USTR187I=t-BY ALL PORTS SCREW,CA:T&SVECtAd.TY COMPAN't.(MM(n.fe a 3 W % (tU •, tM9a+NLGe4Ag.PRtS57k+F.1Mt91 _ 10m{R4E' ,•ApF..YkIG Pet .-..Dt3R1!gA%E - 1 4"0 BLUE W CONCRETE AT=j=W/CAP As TkANUFACRIRED BY�FLORIDA FAS7'cNFRS DIRECT,WC.(MOLT.fe:.2 1�) JD �O 601 75 9O t^aU TEO: '..IO 40 80.7S n0 Ik_j O 205 30 40 80 S 9O�I°'mI%wf2OJ 'TAPTAP=WITHADV - Ilepi TAPPm+ANCHOR3,AS MMUFACTUREFI W D£d(, t 1D DISIN EI CD$C Att.PDURS SCWN;SOLT•&SPECIALTY COMPANY OR AM t2 t0 D 8 8NCEO 4¢ 1.^. j 6' J4.- 1 10 + jHW9POPA 7; HOt.00Y OTHER APPROVED.LICENSED OR AUTHORIZED VENDOR.. WITH THEUTTER. INC. B,fc-3 k21) $-44 14..•.i2 1D H..-a- 8 °. (6". 12 1o 'D RMER(GM1 Sf1 S'$IEk19 AxOCthTWi1. £kR .........w............. . S ,. .,,,, .-... _... ._...__�T, �„ '•ALL POINTS NOTES: OR 1s 12 10 D 8 B 8 8'.° ik T2 16 n A 8," 8. 'is' 12 10 6"'i b--B •6', 5 LAME,TAP W/�, XI)11,'MUM EMBEO4kM DM POURED-,CONCRETE-OF'TAPCON CR TAPCCN WIN ADVANCED THREADFORY,TEC1840LOCY ANCHORS AND-TAGPER+ `I4' III. to.-e "8 B 8•.z'- {t t't2-tti e n n, e B a4 to 10 8' B• .6': B M'CHORS IS T 3/4',.ARR FUR•BLUE TAP W/CAP ANCHORS B 1 1/2', 1d -12 10 9 T 5'I- �t�4_it2 is H D B 6 ""' 12 lo. 9::: tab I C ems;to Tt7k, A2)MpUMW EMBEDLEXr OF 114"6 i 3/4'ALL PORi'S,SOW-SET ANCHORS SIWt ge 7/8'KTO THE POURED CONCRErL W usemea ,TAPPERt. 14 :12 IO ?.. 8 T a ['• tiS2(-t0 9 e 'b.. 8 45 14 12 110 D. e 4 B rr,.,:3.5 : BBO Si0000 SFWL BE PFANTTm,tJ4'D-20.SS,MACHBFE'SCREd USEt)StUIL Bi t 1/2.11TN0 IdIH6iUY SHOULDSNCCO Ek15T.AND .t4 /2 t0 9. '.8 S 4 144, 14 TZ 119 � 6 It S 5 14 12 tlp 9 b 1 II 7 8. 41t 1'MO{IML'kl FCR WALLS WITH NO^afU000. - 14"12 10 9 17.5 SS SS{{ 14 12 :10• 0 6 0, 8 S. 14'112 10 LH 8 T 4:5: 4 •SEL' CP-1 NY .- T4 12'..ta. 9 e t A S 0 t , 14 12 CHI. 0 E 8 e 5S i4'112 10 T 4 e§dt - 4,S .. tD A3)LU CASE.TH;tT PRECAST ST0NF,PRECAST'COI4CRETE:PANELS,PAYERS OR A4Y VQ4LT.R'BE FOUND OW THE E10STINC WALL OR'RWP, 121 t0 9: 8 7, 'F:,,,„^ to tZ.'10- 4 c 6 D:5 3 JS 14 12 10 8 FPS �w g .J LaiaK Wtt 4KET yT. Rs SHALL BE'LONti ETl0tE6H TD;RE"THE MADt 5TR41OTUltE BEHIND.S1d0 WALL.FlIASHE4.AEfCI,lOftAG£SINCE BE As L90s60.TEa oN: : 14 f4 14 t2 ld 0(8 "8 5 4s ti4' t2 iD O[B 4 4...7B NOTES A.t dr: A80VE'.FOR INWA(:LATIONS M VUM.STMO OR OFS WNH OR YrITTUUT MET'A.L SRWS.t3yt5tfLT 1HIS E�aaHE R..FOR 14 12 95 7S O.S.143 jj 14 12'-10 ff i B 73 ,:S •_ 14 12 10 N, 8 9 {eS 35 IHSTNUATIQN BITO EIFS WITH METAL STUDS SEE SHEET 20. (1210)9 B e ei 1431% .10 & B 8 B 5 14 12 10 9S8 d S,JS' ' 14 t 12'(10:9 7.3 !1$ A 1 - 16`(12 10 A.5 7 9.5 4, 3 7-4 12 8 E.3 6,5 a #J (e) TO g1f517NG CONCRETE-BCOCH;: M C-q0 t �R t (ASI ) f4•12�C 10I 9 e a t I 14 t12 tto 0 1 0 EAU%, .75 14 12 10 0.51 s D�F` - 1/4"0 TAPCON OR TAPCON WITH ADVANCED T18{EADFORM TECHNOLOGY ANCHORS,AS k"WACTIAYED BY I,T.W.BURDM (4y112 8'IBS 5.5 I 14 {2 0 T�4 8 BS 4,L ].5 14 12 10 8 1 7 S t'A.t 3L. •- 1/4'0 x 3J4'ALL POWTS SCLID-SET ANCHORS,AS OSTRIBUTEO BY ALL PCM SCREW,BOLT to rPECULTY COMPANY. 14 12 10 9 B 6 14�I10 @ 9 1 I, 7 ;'5 4 14 12 10 (i`75155 x 4',3 - 1/4.0 BLUE TAP.CONCRETE.ANCHORS W/CAP AS UANUFACS'JRM BY RAIWA FASIEMERS VRECT,INC. 7• O 147W, 4 it12 t t0 8 Ob 4 14 s 12(D€7.5 B'`�45{3S 14 IDS 7 S a,5 J.3 I - 1/4'0 TAPPER+ANCHORS AS Eff UFACnIR:D BY DMALT,INC.,AND O(SMMJIED BY ALL PUNTS SCREW,BOLT dt SPECIALTY CMPAW O7 ANY r^ OTHER APPROVED LICENSED�.AUTHORIZED VENDOR REGISTERED WITH THE AM&FUrA4 SKITTER SYSTEMS ASSOCIATION,MC, �10 ttS 7 4 4 32 t5-ra 1S 4 i4 12 9 7 75 « 1 11 1 7 58 45 t i4 2 0#9' 14.12 9 }$$ 43j•"T- 74(12 f0 a 8 55 : Sa i23i0 t3 8 ♦ :t+ 12 10 H(A4 3S1NOT'' - d• 0 ... i ..,... ._... L ,,.^ B.1)MMBUUM EMBEDMENT U410 WXCRETE BUCCtt,OF-TAPCI;M4,BLLk TAP W/CAE'ANLWft A.VD TAPPER+MNLIIURY IS 1 tfe AND (AKIN I 'iZ I05.7'S.S 3 14 U +3 y'6.5 58 d' J. '2S 9S 8 5 4 3 ( .. (, _ .L ..�. v --. WITH A{NAHCfb'TF9EFJCFCAM TECHNOLM ANCh'O�''Is:1% r 121fi5.7S G. 14112 t0E B B51 M1. 14 12 B 8 Bb 4 - ... tJ.195 63y3 JS t td€t2�.iD.(8 jWa,Il($ j IL 12 B 48.3€5 1' B.2)MUMUM'EMBEOMENT OF 1/4"e[3/4•ALL POINTS SOLO-SET ANCHORS SHALL BE DMR02Y EVSMEO INTO THE CONCRETE MXV NO t4�12 10 9 e x 1[T{Z {a(9(7S 345 14 12 OS T t55 ttt A P' .i 0&EDkEHT INTO STWi O SHALL BE FERMTTTE 1J4'0-20 S.S.LACHiNE SCREW USED SWLLL BE 1 tt"G'LONG hfRIl IM SH0,=STUCCO i (-- ,,.( i �...'. D=.A140 1'MNWUM FOR WALLS'157M NO STUCCO. 11 I11.5 14 t1 7.•L9 $��55? - 11 8 53 4S 33 F m-m... .....-_ .I- _._. 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