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HomeMy WebLinkAboutPRODUCT APPROVALf/ .v4AD18 d Florida �r Florida Building Code Online Pr6fessional Regulation M A- 159 BCIS Home I Log In I User Registration I Hot TOPI6 Submit Surcharge I Stats & Facts I Publications I FBC Stan I BCIS Site Map I Links I Search I 0ij Product Approval p USER: Public User Product Approval Menu > Product or Application Search > Application List SCANNED BY Search Criteria St. Lucie County Code Version 2017 FL Application Type oduct Manufacturer Category Application Status ALL ALL Subcategory Compliance Met � 'JL Quality Assurance Entity ALL QualityA t atpProduct Model, Number or Name ALL Product Descrip n escrip Cd Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL coarr-h puci�lrc _ e..nur�Hnnc Refine Search 11968 ALL ALL o-ly ALL ALL ALL ALL FL# Tvoe Manufacturer Validated By Status FL11968-R4 Revision Eastern Metal Supply John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Storm Panels -nyy,oreu uy —rn. ^PPFyvau ay —rn anon ve Feweweo a,m mmrco oy me v.. anofor me n newssa'. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1524 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Ac essibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send electronic mall 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, enective October 1, 2012, licensees licensed under Chapter 455, F.S. must Provide the Department with an email address if May 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_. Product Approval Accepts: ® = M 9 Credit Card Safe https://floridabuilding.org/pr/pr app_Ist.aspx �/� SENERAI NOTES I. SORT PµR SARM M MISDD FAUCY CY&MLION OCCUYENT (RED.) HAS BEEN MOM MCOYP(LWCE IN ACC0.4DWCE MTM TitE 201] (6N FORlONI OF ME ROMW BLINDING 010E MIS-SMAM PMEI. SHAL MU BE 0WALLM AT HIGH VELDGIIY IHORNC/NE ID'2, BEMYN-WOE /.BROWARo CavNBLS). MR A WINO SPEED AS REWRED E VR oX,,NC ER£ �MESE SHVTW S PP, g , We ABOVE BE NSAUM AND TON A ORFCTONWW rACMR KMW.89. U,M ABC, 7-10 FOR WSFALLATC S UNDER 2017 ,BC AND SAIL. NGT EXCEED ME INKWUM (Asa) DESIGN PRESSURE RATINGS INOtW1ED ON SHEET, S MRV 9. W ORDER TO Y£MPY ME ABOVE CONDWONI EAR M CESIGN WWD LOADS DETERNINED'PER ASCE 7-10 MEL Be PIRSr RE'OE.CED TO Asa DESIGN ow LaZ BY MULTRYDlQ Ma, BY O6 W CRIER TO TO COMPARE MESS W/ ANY (AST) DESGN PRESSURE RLRNGS INDICATED ON SNEM S ARIL➢. W ORDER TO VAPOT' TMr COMPOYENES AND µCHI,, ON MI5 P.EO AS TESTED WERE NOT OVER SIRESSEM. A AU WLREM W ALLO'BON STRESS TOR IWND WIN LOADS S DAY USED W MDR ANLYSIS A VIOLATION rACIOR Co-LM WAS Idea FOR YERIflG710N OF FA9IENZRS IN Aim. STORM MNQS AO£OWCY FOR IMPACT AND FAME RM7AMX /MS BEEN WRIPEW W ACWRWMDE WIN SECTOR lash OF WE ABOVE MENIORED CODE AS PER AR REPORTS / 0121.,I-9M. / OT29.01-00, / 052101-W AND /0512.01-05 AND /0617.02-04, AS PER PIRACY TESRND 00104LENr TO ASM E-1096 STANDARD & ASMI E JX-Q SWAM UMTEp M INEVILLAROYS WTM1N WWD ZONES I, 2 A J AS ODDIm BY ASM E-1996 SO NWAr AND W2LOI-0W PER CAS 201. 202 @ 201 ALL ALL%( U SHEEF NEW PANES SHALL HALE 5052-0412 OR JTOA-HJs ALLOY. -: ALL. ALCBPW W EXIRUSKWS�LL BE ALUMNA DON mPS`T6 ALLOY @ TEYAPER UNLESS OMERIMSE NO ER STORM PANEL CWIAMENLS 1LAJ,ADDED PLATE A S CAP ARE PAW PENDING. A ALL SCAM TO DE STAINLESS SEER JOA OR 316 AISI. SCRAMS OR CORROSION RE'SSA(VT CWIEO WRBON STEEL AS PER DIN 3001E W/ SO AN AM17 SNENGM µD 80 API 7MLE SIRMIN G SHALL COMPLY W/ FLDROA &AD= CODE SWRON 2s11.11A J. BOLTS TO BE ASM A-307 GAVMZED STEEL OR Ay JOA SMa STAWLESS STEEL WMI.M bI WNW "BED STRENGTH. B. ANCHORS TO WALL SHALL BE' ALL POLLOAS: (UNLESS OMERWsr NOTED W) TD LXhTMC POURED CONCpEW.. I/1' a TAPICON ANCHORS AS WNWA' ARED BY IZW. BNIDEX. - 1/4' a Cr TAP-G9P ANCHORS (BEROM MD -CM,. AS WNUTACNIFED BY TRU-FAsr CORPORAnoN. - 1/4' s 7AWC HRLM ANCHORS AS WW CLURED BY POWER FA.FWR£ RIC I/1' W X 7/8' CALK-W ANCHORS OR am m94 & /emvM 'PANRMAIE' AS jA MFACWM By L/1 POWER FASTENER; WG AND RW CORSIRUCRON PRODWIS, RISPECPWRY. J/I' ALL PDMS SOW -SET ANCHORS AS DASIRIBurw BY ALL PINS SCREW, BOLT Ir BPEOALrY Cou,,W., MOILS Al) LoWag' EMSEOIENT WM POURED CONORETF OF TAFCW MCHORS IS I J/A? FOR. UVAC i0IUN ANCHORS a 1 J/B: FOR ELCO MATE.WiE MACHO,, IS I 3/4'.WD FOR OF TAP -CUP MVKWS a 1 1/4' A2) 7/B' GLK-W ANCNOfis CM . Be LNORRY EUMVED INTO ME MIRED) CONCRETE. NO 02104464, MR0 SMCCO SHALL BE PERN!lIFD. I/Ib-1B SCRDYS WIED SN ICE 1 1/2' LONG NINMUY SNCNLD SEANCE E . AND I' Y/NIaUN FOR WALLS W11N NB SRICM. AJ) AMVARM DFBEGMENT OF 1/e10 X J/A' ALL PONTB SOLM-SC, ANCHORS S,,, BC A/B' RIJD Ole CON',, NO EMBEDLIpA INTO SN/CCO SHILL Be PERMlADL T/A' s-20 SS..ALCNAYE SCREW USED BNML BC ! 0. LINO LVMMUM SHOLILD'SNCOD EVSE AND I' MWLLIUM FOR WAILS WNH AD, SMCCO AI) IN CASE BAT PRECAST.SIDNE PRECAST CONCRETE PANELS OR PAVERS BF FOUND OR IMF EXLSBA'C WILL OR ROOK, ANCHORS SHALL, BE LONG SNOW, M REACH ME LANN STRIMMRE BEHIND -SUCH PANELS. ANCHORA6F SHALL BE AS WV,CITED ON NOTES AI) @ A2) ABOVE (B) TO ECSBNG CONCRETE BLOCK WAEL: - I/1' P rAPMN ANCHORS AS MNMFAOIIRED BY I.T.W. BUILOIX. - 1/4' A CF Tµ-GRIP ANCHOR, (WRI M SMD-CON).. AS AMNUMCMRED BY MU-rA r CpRPDRATpN - 1/I' 0 ZUMC AMIN ANCHORS AS. ~MCWM BY POWER FASIDLERS. INC. - 1/I' P - 7/9' CAM -IN ANCHORS OR RGO mole @ PNnvls PµRA1/E' AS MANE%A E E p BY POWER FASWRRS GAO AND RCO CONSIAUCDDN PRVDWFS. RLSPECTNELY. 1/1' P' J/A'ALL PaM So"D-SEE ANCHORS AS AWRVOED BY ALL POMS,CRLW, mr A, �ECLV.m'CVAPAN: I/1' a RED WAD DYW9LRT SLEEVE ANCNORC As ALWUFAC'MRN BY LLW. BLADCL LADIES BI)'AMgUUM EIMEIMENT DF RPM, LLCO PµrLAMM AND GF TAP -CRAP µCID,, WIO CONCRETE DLO, VW BHAL BE 1 1/I? 1 J/B' FJ.R ZUAC NUUN ANCHORS AND I 1/0' FOR RED NFAD DMABMT SLEEVE µCNORS 82) 7/8' CALK -IN ANCHORS SHILL BE ENIRLLY EMBEDDED WTO THE CONCRETE BLOCK LW1, ND'EYBFOYENT W, SUCCD $PL1(L BE PCRAUTlm 1/411,-70 SCREW, NSEo SIALL DE 1 1/2, LONG AONIYDN S,,M0 5MCCO EXIST, AND I. AMEMIAI FOR WALES WRIT NO STMCCO B.J) AVIVALlll MOMENT OF 1/IY K J/I' ALL FVMF SOLD -SET ANCHORS. "a BE ]/B' INTO THE CONLRL7E BLOCK AU CMDCOMENT PRO STUCCO "Ll. BE PERMUMD.. I/1' I-20 LS WCHWE SCREW DEED DWL BE 1 I/2' LONG M MINAt SHORU SMCCO OW AND I' NINMPAT MR WLLB WWII F.G SnfCW. BI) W CASE PLAY PRECAST STONE OR PRECAST CONCRETE pMaS BE f,,ND I, ME FXISEWC W.1LL, A40lORS SIyEE, Be LINO ENOUON W RFACI ME MAIN STIRACMRE BEHIND SWH R,,,, ANCHORITE SIGLL. Be AS WOWTED ON'NORS IN 81) AND 82) ABOVE ICJ ANCHORS SHAL BE WSOLLED FOLOWWG ALL d' LNE RECOMMBVWIMNS µ0 SPECBiCA110N5 OF ME ANGNORS AVAVACMRM 7. PANELS NAY ALSO Be INSTALLED HICRIZONALLY FOLLOWING INSTALARDN BETARS SHOWN ON SrCPONS I MRU B (SHEET J & < OF B) EXCEPT MAT HE.IDERS 1 I B S SITYL NOT. BE USED B R 5HNL BE ME RES'PONSTBMRY O' ME CONRISOR TO IERIFY ME SCUNONESS W THE SMA,MREAUACMED WHERE SHUlRR G TO BE SWLONGSTO lNSUFE PROPER ANCIfOAAGE. MIS SHURER SHLL MY BE ATTACHED TO CTA4CNETE BOCK OR WOOD FRWE B. ME INSTA[URON CONTR40MR IS ID SEAA/CAULK ALL SNUTFIR CTWXSYENT EDGES MAW RDWN IN COYTWHIS CONTACT WIN ME BIALDWG TO PREYDIr WNO/RAN LIME ON. ,V& AND SEAL SNUIT£YE TFAO(S ALL AROUND F,,, LENCTL 10. (P) MIS ASS PREPARED BY MES ENGINEER AS CENOW AND DOES Nor FRONDE WT'ORWPON FOR A SIE SPECAC RFOPECT,; i.e. W4 WE SITE CONORIGNS DlYMTE AEON DIE P.E.O. (B) COWRICIDR TO BE RESPCISIBLE fON THE SE MINA R=VASE AND WSTALIAMON IIVLYIIOIFK NEE SAErY OF INS PRODUCT, BASED ON MIS AM PROWDED Ilr/SW ODES NOT DENAE FROM ME GGNOBOVS vrD&ED ON Dos LN w.. CONSIRUCDDN SARTY AT SITE IS ME CMMICRR'S REV,,,,, MY. N MIS P.BD. WIL BE CONsvEREO WVAUD IF ALTERED or ANY Mrµ, (M) = SPECAC FROLECIS &ML BE PREPARED BY A RORIDI RECSTERED ENGINEER W ARCNerr WTAGII WLL MCOME ME NIPPER BY (E.D.R AS�A � � rMO CNGWEER IO M, RIEa ENC a7t ,[, P, MSRESPONSIBLE AoR Me PROPER ,, 0MM ME SIM SP£CVV MAMAS FOR -RANDY. (+>) HMS R.ED. SHAL BEAR ME WIE AND 0WHAILSEX AND SACPwwE OF M£ PmffSSXAw ENGINEER OF RECORD MAY PREPARED B. SNUpER' APKWACMRERS W LABEL SHAL BE LpTED ON A REA02Y M W LOCAVON AT STORM PµR W ACCORDAYGE WiM SECTION !Ml9D.J OF FLORIDA BNILDING COVE ONE LABEL SHALL BE PLACED FOR EVERY OFLNNC. LAMMING TO COMPLY WM SEEM, I70919.2 OF ME FLOWSA BAAOND DOGE. TANS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA' .11 TH= AL EASTERN METAL SUPPLY, INC IT6B WLSI FDY6 PANE YLY PNY @'AIL M i.YOY FnNIV (SI)209yI1AL FAL•MILINt-L71A I.C. DVAFN WW m/m/A GM 17-096 JUICE? I Or rAsn• (+out no r�IPox• (mmmr ,srly �� (+ow P°0U IYO' AX9• 1.1N• � I..y. r r6R0' iORRM SOMJ� utwrur I ra Pa aslON FPin'�Seel'�Lln'� FLIn'y ene•AL iB 46'r7-rM' IONG WAIL PLATE h' NEA 3' ANGLE BUILD CBRACKET yyd maa•0Yd �1! DETAIL 1: mo R/at cvr PR¢' d>mdOPTION I OP770N 2 ©KEY ROLE AT PANE/ an• —11 3' Vox U' BUILD OUT J: rovr, N' • r .Ia• RW]• S �. Q7 -RB'&0. Or TRACK f TRICK ® REVERSED 'E ANGLE TRACK ¢aP.u-r• �• pp yy M W� yr.rn' r�t<SRIuv� R L � al»• raro• 09 'E' TRACX ANclE .1 awP, y,•. r I zaro• �T �e a So, mm 1l 2' K B' haxT K .125' ANGLE z srlP InPrm n rRr, iA'- r � ov meta¢ Pt � ,-r m• © KEY NO!£ WASHER aro-nv.v. Rlor on" Mang m dIo STUDDED ANGLE (OPTION To 12) IBR.\I EASTERN METAL SUPPLY, INC o m 17-096 TOP vt� SfE Do PQPON SNEEE 1A OF 9) CONCRM ANCHORS (SEE SCHEDULE) -T 4 O xl Z y O j d a o'" ���i...:x...�/ r�cENSF STORM PANEL TYPICAL ELEVATION (SEE COUMNDVM SNEE7 1N � g10NA� eor aM rxacx xnxeM� SCALE: 1/9' - I' 114' Max. CAP � 1/4' Max. GAP —{ Im. FLORIDA BUILDING CODE Non High Volodly Mu one Zone emv man et 0.050' BERTM ALUMINUM STORM PANEL ,c (2.25' DEEP aun, en SECTION A —A EASTERN METAL SUPPLY, INC p1' 1 L� G O uQe .rs enws amr SCALE; !/B' I' r,�ay'nvxa0 praw�aicgaxnwr 17-096 �Al W2 a AEIXWfEfl� tl ,wawt Au revr aiao-m, ara rx�ir-x a01N1"' / nw na+.�aVmwE nvawrs cmc Ars AKfnE(m w,ma[YNIIDwiaJ ryEi �+ate >2.w. o,:•ae g1LLP(p &MK Wyl RLpWfO / SECWN ® S10\ WALL MOUNTING INSTALLATION SECTION I �:V 41 6116� �YNUm�mu�rw� xEaEAm� PoVA[D W I ryy f' Y81AfllY ,(9AGtRYI la 6LlST I 1 1j r ConE WALE J ae pNUIpLD � 6 amE I �I/Wm WALL MOUNTING INSTALLATION SECTION 2 ...,, r .va- _ r• 1 WALL MOUNTING INSTALLATION SECTION 2A BUILD OUT INSTALLATION SECTION 3 ,/e•. ,- e rx . Eaa muvs IS[EStltlfEWEtW N91F FOR E0NSMa W SEC,I : WALf/fLOaH/CpNAC YWN/N'G SELIAYS'C 6E CLW(e'HE9 a ANY WAY iD SWI ANY N,TALUTAOtt onn nma nc Iq arm) BUILD OUT INSTALLATION SECTION 4 , : ,/,•- ,- EASTERN METAL SUPPLY, INC fMY2 /!!1)ilpMf61 M Yf,IM1•/>:w 17-096 bV ft w i M„ 1',a4, IGINOD L'OIA:ATIf cPO�DRA%ri Axocwm� a r �uu I I ro I IX cAss I I I I 1[c tanml �gg �rs n10i/a'y:• g cme � I I OOf� a'c's.acv BUILD OUT INSTALLATION - SECTION 5 . , ". - I- - SECTION 5A s , s/s' . r I I I I I 1 CEILING & FLOOR MOUNTING INSTALLATION - SECTION 6 sole, s/°• _ r• c °. - ence asrArse sore raa eo°aowrA>,v W SECDOe , I AU/nQQ R't °au seeams M ec COIBINm W A WAY TO S ANY IWA[L T".. wW( CEILING & FLOOR MOUNTING INSTALLATION - SECTION 7 W, w g mr AAPI.Oraz Ar PAMMUEOW) I J I I I \ I I I ! r' I°wraa I smAa,rAw ro wss I y N I I I y� 9 tl S I � I I I I Curs J 1 FLa1°RLD �� WALL MOUNTING INSTALLATION (D. M.) - SECTION 8 soue , s/a• . , tr O Ar AA(°A1V,{ Aar gc r/.v-m su ®m r/..-m raus wwaar • sot wIr ears Axc o/.+rvvrloa IrFAo u�wee scwex q uacra .as Am Aalcs Aa tr ae fsx¢, r). • nwss IVAo ettrs AI3 r/tY.r/g• n°pr xpo � �srxiw ./ Inwla As vae Nora u tr °mu nnat x 0.050- BERTHA ALUM)NUAI STORM PANEL (2,25' DEEP) r.G twA.x en E1 � L EASTERN METAL SUPPLY, INC .ssr eu,r erAer It swr (segmr-rne iro . txcxrrenvo cv°rA°r ®-moena <ror ♦ nN x v.G IGYN.tt urn) I7-096 reAevcm sir.. rr r. i® Pwaeav9 earwwtr[ p 4 cronc�7r error wuL '� J' PLpJREe \ +n,. 1 1 7 PoaHO aaY94Te A WaVL9 1 i aowxoe r25(q• I6n r' I61' PLMt6l7C \� ,�] 1 0 1 ' a c I rYn. D ¢ L VA0t5 J• �6eawmILGYS � I --- �, ry i �.Slpr®apO I.aM v jrof-N1i'ON6 -m ALLm L J w... \\ 1 °°©/°rP®A°O r. r..°v .arnnwrz rAc loumw 102',5•..M tme ANn. .uwu 1 \ 1 w tart u a m w.W, Jr95-NI.N -_ — sir IpDl A1°n Jro!-xu ,III, wR• eon sure m e0v-re Alum CASE A (Plan) w/ter sma. ve' _ I. CASE B (Plcn) _CASE C (Plan) state r/�•' r• scaE r/�- � r' END CLOSURES D-MI S MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s , AND CORRESPONDING MAXIMUM PANEL LENGTH 'V ©Dour SCHEDULE FOR A GIVEN PANEL SYSTEM amumr9 . AS PrcssOca`cr� me lla<PAM LABIA uwiw�nw: w a•rruawZ 11a1°amrc w/ a•xaaotw JQ uowrq� evA 't9 w/© rourt»rr e +Jao. -J0.0 r2-11• f2-11- 12' 11, +5014 -J5.0 r2'-u• 12'-rr^ tz'-rt• ♦JSO, - ..0 r2'-0• rz=o• rz•-o• 50 rr'_2' rr•-2• rr-P• 0.0 r0•-T IO'-1' r0'-7• 0.0 it 9'-7• 8'-6•2.0 8._9. 7-2'0 e'-6• 6'-0' 8'-6•0 8'-2' mm, mimmuM PANEL LvNm Is 3•-0: cwca'u Avows m Au PaHr som.¢r fsa sarapr Iw samm) / � I ff33 1 1 n�iaecrle°Y�iDema.na rOV'PLOcaawnrcD &rc� wa 6taosm P°nato mnwriz e ax wr 2•. Y,W—JIM H-14m eau-re.aaor' A1vn Auaa£� elel AWeMJ o 12' CASE D (Plan) SC4M- I/1' - I- I I d � i r•� I � wvr I kn—,- m ! � c,6HacOn+GarxXan n) CASsEanP_ lra• c II tWaek eE I/ .(• ECTION tmOPvUrH^' +) TYP. TOPISOTTOM rm 59a'e.5) St GTION 9 NO 441157 5C11E : J/8• - I • L rarzw oc (225' DEEP)EASTERN 0.050- BERTHA ALUMINUM STORM PANELin,6" METAL SUPPLY, INC4 KSf MYa91w our Doornv , Ia. Pc fb. Nl 1 • 'i •• • - V N 4 4 Y N G Y N 4 N y a 11 1 I 1 -N b Y : 4 • Y ; N ; g . 4 : 4 •:� 1 I 1 I I b . 4 ; u y ; y : N . •i ; `N ; U , N Qa •Ili V 1 I 1 1 1 4 1 4 b 1 4 4 b N I I 1 I 1 1 4 1 y 4 1 •:• U I 4 I xa V b � P 1 1 I• 1• 1 P p I• P 4 1• p I• 1• 1• 1• O I• p P I• p p N p I• �a •� I I 1 1 I 1 1 1 1 1 1 4 4 I N I 1 I 1 I 1 1 I' 11 I b 4 I $a 9a P � I b N 4 N h 4 4 N y N • lu N N • u 1� y y qy3q �!^lplljelja 1.3 1• I• I• N 4 I• •:I Y 1• b I• 1 1 I I 1 4 • 4 4 b 4 Y b • N b • 1 I 1 I N • 4 • 4 • 4 4 • 4 y y b {Iia q p •3 p p 1.� q •V.I q p 1 UU VV KK 44 q. 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WP 114" Met. GAP -- zmm souem SECT/ON B—B I SCALE: 1/8'- r• j I DaSS 1 i4B/6, =Bw/AzLO7Rx1B' OSS 15,16A/ 7Walls, OORNERO BOTTOM AS rS. '• row"""' IIII rotas I I I 16 SHOWN. SEE OEIAILS z/7S 1 .•. (WHOLE)SSMx I I � I%</xn0 fr.,n I g : •J' I I T- g ` i• B IN/ERORLY REMOVABLE g PAREL or w/ I �y rppH�•,r-so x.ri/•Jx�sux I' .. (SEr D IT BOLTS (SEE DETAILS 0 '1 01 2/7. j(iq CONNECTED J 1 I $ l tD r� 5/B•o HOLESg Ar ®O cw I _ I 6. Dotr ARRO D si I C FR],- — — FASTENED AT REAR EOUWfW wr/61x:/J1• I aR cw�Lt£ WING SIDEWALK O EVERY I a OR ®OR SIDEIYALK BDLT. I V 14B/6. 14A/6, Ij-- 15,168/7 15.16A/7I Iaea. f-- .Jra• J. CONCRETE ANCHORS (SEE SCHEDULE)— —i — ca,t (� sadvAT) Z Nex Met. a I Min. f ea'n. QnL Iro SECT/ON f 0A SECTION f OB AT _INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION WALL MOUNTING INSTALEeT/0Ns Y ,�"(�""� n SCALE. 1/8' . I' ��� ,.•••^"•' A/ SECCTIONs 1O E �3.. JCENSF p No.44187 *114SLALLANWS ii E1c ;r e]a1r M= m I EASTERN METAL SUPPLY. INC A:aa 7 xo',oa hex wam �iL1w�-ueini !>a�rlel'r_,ne 0 �a. nv.rav an 17-096 aAuaM w Tarr a or rY canrxcrc.twaas c n (STi SCIapIIE ) a(WAs m I I m I I I 1 !Cant I I I I � I I I I I I'rtn Sa+A.GaW I 1 ro pus i I � I I I I n cmK a 9 D o IY' a C tat L = 1 Lam OF I I I '" Arotrapc �rz warwv¢ C a (str scALwtE ) SECTION f fA CEILING & FLOOR HOUNTING SECTIONS f I ` � .ren• v.•�rmr•u srwr ex]rpr, rwwmrnc arac w/ r/�•-Yo n ttw. '�' iair i• imn • r n c , IfYy 1 I 0 I , I I I ./875" OETAIL 2 - SIDEWALK BOLTS 0 REYOVARLP PAM scrc I•- V CW�lE E 0. PoI.WO Cei1RClE i mawwm ea -I m- I I I I I r•r.,. seaaurgv I 1 I ro pefY , Mir¢ I T � 1 I I I IB ' 7/e•a s/u•i I sw e IY•ac 0 I mnt 1_ I � I I J I� / mp• a` /I I r .ua,Gei[ cvntYerr wvOrass (aa SaaONF / E 0. mwoatr aeuaumtn0w/ SECT/ON 11 B saewaw sous&¢ area y INSTALLATIONe mace u o e az a =m Ar YEaP )/b'a:Y/lY• xaw xur o evmr arwaut mu. 1 INSTALLATIONS VA ID FOR PAN c (1 O WITH INTERIORLY REMOVABLE PAI e o.. >cc aslurE buirsPaans ov ealE roa crolranaalan a sLcnays >Laoa/trrupc IYIrWlsmeuI ec roueu¢D w .Ixv WAY swT Avr earauArrox. maOc urYuxs (aCr SCMW{E J f 0. ram m I I m \ \ \ I ' 1 Start I I I I I 1. Lr•I� sDusarw I g ro ptu I t1 I I , I I I I I I I I a/e' s . Y/u• I aAC N✓I a I 0 12-A a 1 1 I vC , I I OF I tat L I I �twm'mw tr I 1 I �Ij '• � AVI�aLal l�ro r SECT/ON 12A CEILING A FLOOR A/OUNUNG SECTIONS I sous: Y/e'. r' r IP,ar�� It? 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SPAN. �}FPtin�l/r . 3� <JP N0.44167 g OF ! 6Aro� Vi c,, fLORIOA BUILDING CODE. Non Nigh YBlpel Nurrleono ZonB s(�NALF.•al,,It pNl! Wrap m 0.050' BERTHA ALUMINUM STORM PANEL I.p /rnrNtN (2.2 DEEP) owwB rM EASTERN METAL SUPPLY, INC L E C O Y„�. JtSJ BlO BgpJ a01i nll4 W}nN0 f lNf✓NLpNe CpyrANY RSr m B 1 n. SJIeI m we re. q aM1ovA cviu w au RA}C (lAIjiOI YS.1, rAn (NOen-InB 17-096 rw..l glrw-u°.� tn,Ssr.rui EB-pman. •� ap+vpM R4nR A man. P£ IM w RMM 1Y '1//6t y SBf}I IpV 1I • YIb4W1 MOVE SVKbgJ AM WA !m J I/J 6V p5M\C[ rpl t. a IJSY BFDWY AAORK fFACPg Br YIAIM{MC Jn1i11.g L'.<nA11' W SOLOtJ Br nK /OIIAtBF rACIB� !/NlQ lin L 0. /pf eVll-N .ay>pOJ 41 I/J� aN n44 p3RAIMY IU B! 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I 7/0' r . � I IrxRr craw D - rc. i sw I Darr W/ +� ID srw n rr aL I I na>r nw D I I e I IraL V >� m !,I.aoo• r um. .' r/.Y us tt/a2M •e• I r•, .•..vs•Oc+.J 214' p al :• v�Y GO SC/R2IM O B' I _ O.L W IP1NCfR.10aY 0 0 2.' 4 L ` y0. -m A4n IWE iGarf.J AIL(AVLO I QL W rPO1rRAIrW (l 2R I } i®MfDM OI• PoAR RIMAm : IW I/�• /.Ua SfRE115 a IfiOM'A)M OF put f =0 O omm or ALTERNATIVE 3 ALTERNATIVE 4 ALTERNATIVE 5 WALL MOUNTING INSTALLATIONS SECTIONS A s : We - r swLss L (2) V4".Ln roB£(caU 1 I o' pWpM^ (y VA"r( swDoD L 2 Opmow M WW/2 1N IMG. op Rom Gn0 EMr,Ai SIIA, ALTERNATIVE 6 ALTERNATIVE 7 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS Norm r. INaTA non; ARE Oar VAUL1 m u4K ASD. DfT PRESSURE l VNO UP m +nO• -72.0 p,l AND PANELS IFI FL UP 70 9=0: 2 OOD "UNE somm pfflr Na 1. W M,EW4 0NIYB 4S�S OF EOWL NOW p COMWNA OF SFCr1pNS WALL OWNnNO =W11M CAN BE CONBINM LN ANY WAY TO SWI ANY OSrAWOON T W PLUnll/A NUILUINU CODE Non NJ h Yelopll Nbr>leano Zane eml) rer¢a rA: 0.050- BERTHA ALUMINUM STORM PANEL 7.25- DEEP) I.L awn la: L ETC O- EASTERN METAL SUPPLY, INC am ,ar 1� a�,s rry v R n. Mal nN+a+(xl)mv-are; rar (eelJnl-Isla tm rNerxerAlRa rox,Axr �Jmf E'—O = Lyn, r6-aroarl9 tG�� NIA) 17-096 R � N StAIr 11 Ot 11 rf.' I LM 5O o .• / r rw. a cope o a- a c o® msarrox y e• !ram msmp r/ r »a• ua xmo BGW amuwra e" h it n c r/ Nor s w.vem PGlL1Rrl1rl ro ro 1 r. r a• uc s %2' rc xooP £o £D x ` Q15o' B-0. a rr/i I/Y iw roB£CEN!llIE0 8> '"` ` I nnao vro Qv rt>mm 1' s a —T 2' I caw. I snRRR.P6'rAWRnV,. slrtn' "`�'iwa v- Tg 1 _YUWaRAI i r ; e � .,: • � I L I tr>Tsrs�ir�esn/�r;-'tl GLASS 10 1 • NV9YDR I f O 6Aa o co-® r• wnaw k' p' 1 � ,r Lr sEP.Awmu ro I r � STPARAIKM/ ro I g g smaRAuav I ALTERNATIVE 8 MASS � wmmm scnvatxw m I 1/4• • Rr aorta' i 1 ! LriR. 1 I >A P) _1 p R n 9yyy �y 1 � Fill S BPLR O nsar a rwuR. YII I->e QCO �' FL PA4a1YArE ao IY � aar/r7/e• a. vtRnRAmRa o IPPIrOM a IY.AR ALTERNATIVE 10 I.WIX.W A9 N )'YM. ALTERNATIVE 9 rcrerx.rww osrm sRm WALL MOUNTING INSTALLATIONS SECTIONS A scut: rp• _ ,- NOtE Fcw cnueuwrrav aF sEnnaNs rn°OmNmW a A wA � nNP ��l.� No Ls r. WS7AWRONS ARE ONLY V D FOp.1uY. ASQ OESGN PRESSURE RARNO f/P 70 YBs.0. -720 PPr M'0 PANELS (ENJOINS UP 2 FOR xDoO fRAUE C0.'hTRUCRON: x900 UMMS 70 BE SOUMLRN PWE Na i, W/ SPEpfrC OFNSRY OF' Q55 OR EOWL Y -i I • \/,_ r 4pC/s6d/}s o Lr/.• • o I' FENCM.IpN ,rµYojA['pp r t ,�r �/y raYR ALTERNATIVE 1 ALTERNATIVE 2 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS B • e91E: saw A> cx� ro RpNW e[oelD wRp1 IRUD sM1WPoGWf CG1xrAY2 Put - erouom (ava r®rrov •) SECTION ® STUD TYP. TOP/BOTTOM ALTERNATIVE 11 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILL omn nrmu ec 0.05F, O r_ I EASTERN METAL SUPPLY, INC I I I ;/4 V W sm{rs a e- Q3 c L 1,Wn 5U49AI.YYr 10 CfASS r WALL MOLLNANG LNMI AMff SEC17ONSI _ t VALID FOR Mar. +63.5. -6J.5 psi. SCIIL' : 1,a' . I ASD. MIGN PRESSURE RAANG. INSTALLATIONS VALID FOR PAN L c a USED .JOINTLY IH INTERIORLY REAMAB PANEI S n INSTALLATION DETAILS ON EXISTING WOOD BUILDIAIGS FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone omn mraq we 0.050' BER77fq ALUMINUM STORM PANEL �a ( .25' DEEP) over sr; EASTERN METAL SUPPLY, INC 01az" IN � [NfuN((RLW C°Y14rI a +ov um�c n uru °Of iNY BW'l IL JNOI ilcrc (seO.ro°.atq ruc (ssgeu-me I7-096 9 1.1 °I 11 rl A fl L1A'r T pl O'/.Yeb yD� /,ply v am �v o �aa s W I/IYI V y m rllq#-® ..1 b11S 960-L! a11-IWftatl aw Yxtx-ou(IvU moxd Iif-i6(M1rb' h/ vY i� �urm�j .1 101Ir v wrx Nire .v. wa sarUv im wn i a�°..D�'"ilrritl1u 'aN I 'MW3 NO 1'f'0 !O ALSN3O �tiD]ds /M Y - 3NI ',klddns �VV13W NN31SV3 O= 3!= N19Nt0ps 39 m SN38R]N W0N JIO1170y1yyp,) 3RYd! 00" M]N NOJ 'L 11 A aD.0 .3»v .�• `V bv,o (d330 ' 0-.6 01 d0 SN10A9] s,13NYd 0NY Ad 06 - 'O "f 0' masmv V b� .4ZZ) 73M+d WLO15 WnmAnv Mi[N39 .090'0 aY Dvnl nuo 0Nf11N N0530 rosy O/11'A A]NO .]NY SNatYRY15M 't I r.rlxr a40Z 6u0ay1nN 10010A 4 IN oaN 3007 9Nf0- YOIN073 _ S]10N I I I I � SJ O /1B 00 rJ S 3 NO IV 3 0/ 7 1 N N0°9 w =mvAYunnron�avrnn/dooy� I I Snnaa3s .ro 1ANLYN18NaJ a0d 31av "'""'@' am 1m1 ar:.n/. 1 sb.e .pl ml.Vr luw .arc : ; l9wb myoS,r/r�l BI Lm MMlAx sx,Imt:M �I. � SNOUV7msN .1 ..r/1 : 31gS _ .�� Y100IllqM JAUVN&U7V 9M6 Y]YM309IAbt]O %� LW QbM.W.Lf/[Mv/r%vxO tlVJN IY 1/U 1xY ,r(/1,1,p/< NtlIJtl.1r ®lgSYd i pOYJSmYlA! 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Submit surcharge I Smts & Patti Publications i FBC Staff I BCIS Site Map ( Unks Search a db 0 Product Approval P: PublicUser ..�ttJ npt[m Product Approval Menu > Product or Application Search > Application Us[ SCANNED StBY Search Criteria . Lucie cie County Refine Search Code Version 2017 F 389 Application Type duct Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications Type Manufacturer Validated By Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion *Approved by DBPR. Approvals by DBPR shall be reviewed and ratifietl by the POC anti/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee R 32399 Phone: 850-487-1824 The State of Flodda Is an AA/EEO employer. Coovdpht 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 mall 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), Merida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, 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 Me Department with an email address which can be made available to Me public. To determine If you are a licensee under Chapter 455, F.S., please dick here. Product Approval Accepts: Mir RpEd M Credit Card Safe hftps:/Ifloddabuilding.org/pr/pr_appjst.aspx 1/1 1�-amPUM�11Ifte "M 1. BERM4 KV. ACCORDION SHUTTER SYSTEM SOWN ON Ws PRODUCT nALUMON DOCUMETR (P.E0.) HAS aFEN 4EfdFlED FOR COYFINNCE IN ISCORWDICE MTRI ME ]Ot] (6N EDRION) CF TNC ROROA BUILDING CODE MS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIM VEL MURHCANE 20NE5. OD BE44N NRA LOADS SHALL BE DMITUT'ED AS INS SECTION 1620 OF ME MOVE MENNONED WOE BASIC FOR A IC WIND SPEED REIXIIRFD BY THE NHSOKf1OV WIRNE SHUTTER WILL SHEI I 1 YAM A 15. 19 20. FACTOR Kd-0.85, USING RACE 7-10 AND SNAIL NOT EXCEED ME MAXIUM MD.) OESIGN PRESSURE RATINGS INDCADED ON SHHEETS 11 WITH M 19 & 20. W ORDER TO VERIFY ME ABOVE CONOTION, ULMATE DESIGN WHO LG4Ds DETERMINED PER WE 7-10 61Mll. BE FIRS, REDUCED M &W. DESIGN WIND LOADS BY UULTPLYNG MEN BY 0.6 IN OROERTO COMPARE THESE. W/'MAN. (ISO) DESIGN PRESSURE. RATINGS INDICATED ON SHEETS II WPU 15. 19 & 20. IN ORDER M YTRIY THAT COMPONENTS AND ANCHORS ON THIS PLD.. AS TEMA WERE NOT WER STRESSED, A W X INCREASE IN A Maa STRESS WR WNU LOADS WAS IM USED IN THEN ANAYSTS. HOWEVER. A WINO DURMON FACTOR W-I,W WAS USED rot vMT,, WN, OF FASTENERS IN MOOD. BERTH N.V. ACCORDION SHUTTER SYSMU'S ADEOUACT FOR WIND AND URGE IOSSIIE WACT LOAD HAS BEEN VERVIM IN ACCORDANCE WTM SECTION AR RFP1EW.1.2 OF ME MOVE MElTIGNED WOE AS MORS -W BLADE (]' /0214D1-M. 10715.01-03. /1004.01-05, /1214.01-05, E0517.02-06, (0609.01-10 AND 10110.01-11 AS PER TAS-201, TAS-202 AND TM-20 PROTOCOLS AND ASTU E-I886 AND E-396 STANDARDS (MISSILE LEVEL D, WINO ZONES 1, 2 & 3) & 11220.01-10 AS PER TM Wl, 20 & 203 PROTOCOLS URGE 11111. -W WINDOW STAGE 0 (CWS.OI-08 AS PET NSM E-1086 MD E-1996 (MISSILE LEVEL D, WIND ZONES 1. 2, 31 BASIC PROTECTION ONLY AND / 022S.01-08 AS PER LAS 202 PROTOCOL 2 W BLADE() AND IN WINDOW BUOE e ARE CNMMEE TO WORK IN UH50N WITH EACH OTHER UNDER ME GENERAL LWIGIONS MO W,MCNS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (NV SCREWS), USED AT BIAEEB NNUCAIE AND mR DIRECT MOUM CONNECTION M TRICKS SHML BE /144,75- AND #14.1.75• RESPECTIVELY. 410-14r UWLIUN SERIES SiAIRESS STEEL SCREWS WTTH 135.0 bi ATELD STRFNGi1 ANO i W kd TEL$E SMENGM PM SHALL BE COATED WITH BERTHA W DACROSAEID COMING SYSTEM! AS MANUFACTURED m APF.iMED COATING IPPUUTOFS. REd$iFJRED WITH AMERMAN SHUffEA SYSI[MS ASSODARON. PUNS MUST 0FM ME HV MMKINC ON THEN HEAD. 4. ALL AUYNUII CONTUSIONS SHALL BE ALUMINUM ASSOLUTON ALLOY AND TEMPER AS INDICATED ON SHEER 2 AND 3. M"MW HELD STRENGTH FOR 600-M ALLOY IS MB ke ANO M.7 W FOR 6005-TS ALLOY 5. AL SCREWS TO BE STAINLESS STEEL 304 OR 316 M SERIES OR CORROSION RESKIANT COALED CARBON STEEL AS PER oN SWIG WITH 50 k,i MIN. WELD STRENGTH AND 90 ku MIN. TENSILE STRENGTH. AND SHAH. COMPLY W/ RORMA SUIgNG CODE SECTION 2411.31.4. 6. BOLTS TO BE ASTY A-SD7 GALVANIZED STEM OR AS, 304 OR 316 SFHES STAINLESS STEEL WOW 35 kN KNIMUM HELD STRENGTH. 7. SEE THE FOt1D1YNG SHEETS FOR ANCHOR SPEOMNOD NS:W MADE ( : 1213,14,15 AND 20 NV BLADE O & p WORKING IN UNISON, I2. 13 & Is B THIS BERTHA M.Y. ACCORDION SHUTTER SYSTEM BEARS A US PATENT /e'779,592. COMPONENTS OF THIS MPRWM ME COVERED, IN WHOLE OR IN PART By U.S. PATENT #V458.179 ISSUED TO EASTERN METAL sUPPLY, NO. D. a SHALL BE ME RESPONSIBILITY OF ME CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUFIER IS TO BE AT,ACNED M INSURE PROPER ANCHORAGE SE1L/CMIX CONiRALipR To 6 ALL SHUTTER COMPONENT EOGWHICH REMAIN. MRU FASTENING INCCINMUOUS CONTACT WIRE ME SUUNG TO PRMNT WIND/RAN MRUBCK 10. EACH UNIT MUST BEAR PERMANENT TBS. IN A MOTE PLACE WIN WARNNG NOTE DURING PERIODS OF HURRICANE WMNNGS HOME OWNER, TENANT, OR OTHFRG MUST PROPERTY CLOSE ALL Try AND HD CENIERYAIES AND ENGAGE OR LOCK AL HV AND HD IDCKS. 11. SHUTTER MAOTACTURFR'S LABEL SMALL BE LOCATED ON A REAWX MSIBIE LWAWOM AT ACCORDION SHUTTER, N ACCORDANCE WITH SECTION 17W.9.3 OF FLORIDA BUILDING WOE DUE LABEL SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WON SECTION 170.92 OF ME RORSp BUnFWNC CODE 12. BERTHA KV. ACCOROKKN SHUTTER SYSTEMS NSTALUTON SHALL COMPLY WITH SPECS =IBM IN INS DRAWING PLUS ANY RUODNG AND ZONING RECULiMWS PROWOED BY ME SUMSDIOTIO l "ONE PERMIT IS APPLIED TO. 13. (a) THIS P.ED. PREPARED BY MIS ENGINEER IS GENERIC WHO DOES NOT PROWOE INFORMATION FOR A SIE SPECMC PROJECT; i.c. WERE ME SITE CONWTIORS OEMMIE FROM ME P.ED. (D) CONITUCTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTAMATON INCLUDING LIFT: SAFETY OF ME, PRWUCE RASED ON TI S P."_ PRWADM HE/SHE DOES HOT BENUX FROM ME CONDITIONS BEEMRFD ON IRIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS ME CONTRACTOR'S R[SPONSIBIUD'. (C) MIS PLD. WILL BE CONLOERED INVAUO P AFERED m ANY REAMS. i (d) ME SPECIFIC PROTECTS SHAL BE PREPARED BY A ROHDA RECOVERED SNORTER OR MCNITECT WHCH WILL BEWARE ME ENGNEER OF RECORD (EOA FOR ME PROJECT AND WHO WILL 0E ' MEW. FOR ME PROPER USE OF ME PE,O. ENGINEER 0Y RECORD. ACTING AS A DELEGATED ENGINEER TO ME P.EO. ENGINEER SHALL SUBMIT TO MISS LATTER ME SITE SPECIi1C DRAWINGS FOR RMEW. (6) OHGLNAL P-Le SHALL BEAR ME ROTE AND ORT.INAL SFN. AHD SIGNARUE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, TA LE OF CONTENTS GENERA. NOTES SHEET 1 SYSTEM COMPONENTS I-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38_44 SHEET 4 MCA. WINDOW RUDE & WINNOW DETAIL AR e • HV R e t7 ND Hy VANDON t3 enF (1A4 !DOH R AC"R H9 PP TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHECF 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DEEM$ G-M, CONCRETE/BLOCK SHEET 7 CENRFMATE DETAILS HV SHEET 8 CFMERWTE ALTERNAIIHG DETAILS HN SHEET 9 END CONNECTION DETAILS I-6, CONCRETE/BLACK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 MICRON SCHEDJLE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 MSTALAATON DETAILS M-R, WOOD SHEET 16 INSTALLATION OETNLB S-X, WOW SHEET 17 ONE CONNECTION DETAILS 7-12 & X, WOOD AREA }; Hy WINDOW gi en ft SHEET IS ONLY TYPICAL SHUTTER ELEVATION AREA 4: HV WINDOW RIADF C11 ON SHEET 19 Y INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AAA t...........r /S 3�Qr \GENSA9 i i 3 • CJ,/((}J>i 6IAIE 6i' ' * ' ;J�p ,5+ •••••••••" ��,dlr f s/0NA1. E "' O r �CCAF.<cu9eA1S'roc An.x G 0201] m1EG0. N017 IL EC O,r,c. A.S,S.A. American ShuNer Systems Association, Inc. 4288 {Westroods D,we West Palm Beach. FL }}q07 EASTERN METAL PPLY, ME 024TBER NA VTM Accordion Shutter System FiV. 9ME g, W/ OR WrD ITV. NIFAON 9l�DE TIWE TESTING &ENGINEERING COMPANY WuS xs. ,H„st M. ,N, .1Rcx, rAaaz, naFDl ,,,e Pnm=: pasWTl-15W . m.: ry6sIDn-1,A -^H0I ,a �^ WILIER A, fUUT 41. PL RWM Ue. 1 44187 . x OFFCWPIICN wrz DR.IWx a0 La 1 WB 1s-aes /n/1 aTD m/z7/q 2 , DRAWING Na 17-107 OHV aOLJD BLAD COVE�R-E�D UNDER US PATENT d 545W79 , HV 'WINDOW BLADEe/ OF USE OF BLAO_F��ON SHEET 19 ALLOY 19 9LY i i B20 L606' $ 71 HV I IN H pD R 0 IED FOR USE W/ HV"BLADE 11 ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER WV %IOI YIIXI n. 16 SIDE ANGLES OLIALIFIED FOR USE W/ HV a♦ r gl ua ` I�e ♦ 99' 3�HV UNIV R A f OAT a QUALIFIED FOR USE Vl/ NV SLADEQ 6005-75 ALLOY AND TEMPER ll HV HEAD/ER/SILL (� QUALIFIE 606SRT65ALLOF AND BE RERPONL' S ALUMINUM ANGLES QUALIFIED FO$ USE W/ BV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR (U,S�E W M2 ADE6063-T6 AlLLLOOYY ARO TEMPER_ V WALK -OVER TRACK QUAUFlED FOR U�S�E Y!/ HV BUOE (+ 6063-16 ALLOY U TEMPER WVPONENi A B i T1 i2 Q 2' Y vMl f/e" 1/6" Y 5• MAIL DAN, 0.19Y b4 2S• 7'MAILI o.190• OAW 9 2' v MAx.ID.139' 0.13" @5 HV 90•/180• STARTER OUAUFIE0 60R USE W/ W BLADE 6063-76 ALLOY AND TEMPER 99♦' e♦S 8 129J B20 (9)HV TRENCH TRACK QUALIFIED FOR USE LB/ 11V BLADE QI ONLY. TEMPER @ HV RAINGUARD OVAUF'(ED FOR V�W/ NV f 606]-i6 OE LLYYAD TEMPER �♦ �= 11 q /- f �� j}GENg� :.,✓9 i • /j -.: �J %A�A� f. * ! TATE Df 0� •,• :�sp..QRIDP p-`41 11,1` y `i/0p�•2ee•'' jj'..t�V`V111` p F'•aCL't%�Ir.T.lezn6Sr lnnY-, C2012 X c00. 0+C IL ECOIH�. A S S A ■ ■ ■ ■ �neriean ShuNeF $Y9teTS Association, Inc. 4268 lleslroocs Drive West P01m Beach. FL 3340, 02017 ENGERN MEUt APPLY. me. BERM A HVTM Accordion Shutter System Y HY, BADE N1 W/ OR W/0 NV. iil3mv BUdE TILLT TESTING 4 ENGINEERING COMPANY wv we. xu s v Mi A 0 Ip R neRq ni PNwv: `Al emt- ( 7 10.10. m.: (]m7n1_+56f ERM7i0 W0.nR A llaR Je. P.E rtomA L ! ulm r, x OLscwnax wrz pwm or: EG O S 15-085 T/2) 1 MlG 0]/2)/12 2 A DRAVANG No 17-1 07 -- ♦ , 0 NV CENTERMATE FOR USE W/ HV BUDE I�& 6063-i6 ALLOY AND iEMPCR >ne• � P'"" FA01" °qf1°" NV MALE "T" nrK cuiroueTc �� LOCKER FOR "T" LOCK CENTCRNATC DUNJFIEO FOR USE YI/ HY BLADE (JONLY OUAUFIED FOR USE W/ W BLADE 1QONLY .....Ie ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ofl 3 i8 .0 ND CENTERMATE V NO LI QKING Rnn_ a'3, OUrWFlED FOR USE YJ/ IIV BIADE(q& UX 6063-T6 ALLOY AND TEMPER ® LOCKING ROD2N QUALIFIED FOR USE W/ W BLADEQI 6063-TS ALLOY AND TEMPER 6063-TG / 1.1 ' J 3>5'e C& HV 3J8"O-16 AI _ OUALIFlEO FOR USE Y)/ HV BLADE 1 @ 6063-T6 ALLOY AAND TEMPER 3vz' 1/r;•A (37/ yLL1 /4" 0-20 AISI 304 SSERIES S S THUMB CRRtM QUALIFIED FOR USE W/ IN BLADE 1Q LOCK EW/w ONLY. Pen- v T .Tn' we 1 TNouenRn rnaoa OR IRl' I.SJ M;n LYuxoO+ ® HD LOCK RY RECENT NAPMARE MORTISE LOCKS SERIES 2433 NOOK 60LY LOCK. ^-_QUALIFIED FOR USE W/ HV BLADE' 1U' h '3A V✓9 02017 RLTEEO INC C2017 EASTERN METAL SUPPLY. INC. Bion B, Accordion Shutter System 7 :T IMr O AS SA TF TIWi TESTING � American Shutter Systems HV. 9ADE $i W/ OR W/0 NV. W16E1(Ni 9ADE , K Rncem6R wtt orMAM er; L.e. @ENGINEERING COMPANY 6S]F,.w..10w. 54 Su. ]Of.N0.`.vw µ9MN4, M1(wW.,a11 Association, Inc. 1 OLD 15-085 ]/21/I art: Ol/2)/1J Taw". C=)6n-1660. F., (305)B)T-1351 4268 Westroods orivo p�,•., ,LS aa` a sp„GRIGP:'a 1aa •L1A••• - m 6°)-IS CO'" t4est Palm Beach, FL 33407 3 DRAWLING No '• Q\ 11t "4TVR A i 11 RE ' / —' 07 A PF iFVITF /4R16AiI1R}T%nnTe N0P0n Me. / 3s161 a _.._— SHUTTER ASSEMBLY SCHEDULE FOR HV HV IN BLADE 1 ® HY BLADE IA ® IN LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING 0 HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'.3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RNETS ® IN 1 3/4' ACCORDION PIN W/ g8 HEAD y` ® IN 2 3/4' ACCORDION PIN 1V/ QB HEAD @4 POLYCARBONATE IMPACT RESISTANT NV VANDOY! (1) HV PIN 9 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ® BLADE. HV ACCORDION SYSTEM W/ HV 7Q OR T19AL SHUITER ASSEMBLY (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF IN ACCORDION SYSTEM W/ HV lD ease• BLADE WHEN CORRESPONDING TO INSTALLATION '11'. SHEET 7. 04✓s�x 0 (3) HV PIN ® OR ® W/ 1/2" O.D. 1/76' THICK S.S. WASHER M. 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET FEEL CARRIAGE DETAIL EXTERIOR V 43 x.J.=_. i FOR ® i �Jc P01YCAR80NF OAPACT � 8Ea1M . :B .. SAYER MAKRATOLON 3103 POLYCARBONATE IT uw. aPiftA RESINS. UV -STABILIZED GRADE OR SABIC 1' ��M INNO(SEE NOTE PLASTIC HEFTEXAN 103 ). RESIN 1Q IR�� I ° ( (SEE NOTE 'F' ON SHEET 19). I: ® EXTERIOR POLYCARBONATE SOURCES FOR .mraaE mrna Faaulcs nwa\m w NY PM ®Oft lnl AT _ ENU 10R uervu aim R4DE•S NN.CKIL 3 (SEE Ron FOR sinc oum •51u I'm nay m/w REQUIREMENTS) { { ith� rvOtl Flfd)2M P a=! !.•Q7 PLL 9.YA pLL •1WW6RGY:. .• FIO IV�CM �].fm P•1 I1W P E nm K umcus rsn aw :aem ..i v;aw w i 9pXD "R`•'101i0D pm wN m m.mM n n-m/ i SVNL lRST IYIu a4) f!] S !l5 f VY A5L5EMBLY fAY011T an a mwac amrow U,I a..v o-1 � ssv Rmz« '•.DM Run IaR ♦ oeo s ereDame .sum c+ss lelnc s'wt•"'^u'nTM Psn w uw wu as >+i iV WINDOW BLADE DETAILS aA4R �m w a, . , .•_ \\\• •: '• \��:' V`\CENS •" �'p •' 0J01) iLLiECO. WC. ��G p A�S�S�A� American ShUlfer Systems ASea07aRan1 Inc. 4268 Westroads Drive West Palm Beach, FL 33407 02017 Eksi METAL SUPPLY, INC. BENTH H TM Accordion Shutter System KV . BLADE #1 W OR W/O KY. WN CW BLADE .'� \� Q y.. r P 4{• \1\ TIWT TESTING 8 ENGINEERING COMPANY taa0 Nw. )en 54 Sw. e0; r.Gca ENpa�y.4apA• yf Fft : dos)871-uu . r„ : (walsn-ml m ao smlR rvu1r8 ; Th3R d. P.E. RORO° Oe r 11 ia7 . N Drs®rRo�� orn DwH ar: Lc 1 OLD 15-0&9 J�2J 1 wl[: W/2)/i) 27 _ \ ss/0NAI Ea• j1 P.E. SEAL/SIGNATURE/DATE T a DRAWING t %—T No D% . 5 SHEET � • � � I� jA,r�M�yas,�� O O a„ fl fl 0 0 0 �4�0 fl ° +1 r D I- o• o� o• ©• o• o ©� o• o• o� o o� o� fl• o� m• V a p -a EY 33 gg� &�9 Y C OF CORNER � CENTERMATE @.fjm(@•@m0•y7 TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. I '1i47f5'-6N HV LCCKS ANO ecNrcCp�ueres• 1. AUHOAYORY CfLHM2 /l• ONE NY LOCK a Wy SHALL BE USED AT 1/2 OF SHUTTER SPAN MR ANY SPAN OR 12• ADM OR BEJ,OW t2 OF SHUTTER.: SPAY FOR SPANS UP TO 105. AND FOR INSTTO TgNS T ANY ELEVATION, HV LOCK t�S Or. 9 MAY BE USED AS AN INSIDE OR OUi510E LOCK; ATTACHED OR g• CENTERWTE5 W/(2) 1/4.6-20 A 1/2' LONG FLAT HEAD S.B. M.5. LOCATION OF LOCK SHALL BE AS [MCI]SHUTTER ELEVATION. 2.I III XHI IIIALA.;• IF DESIR OR FOR SECURITY GNZpCE;E, UP m TWO TPY LOCK S R5 , Q$ OR Qj MAY BE USED AS AN INSIDE OR OUISOE LOCK. CONNECTION OF LOCKS TO CENTERMATES18. OR D� SHALL BE AS INO LOCA ON BE AS INDICA ON TYPICAL. SHUTTER ELEVATION. 42 R LISPa_- ri'/IVI� H V.10P"�1• LOCKING R1 ARE NCT REQUIRED AT URRICANE POSITION, BUT MAY .BE USED IF DESIRED TO ENHANCE SHUTTER PERiO, CE. LOCKING RODS 0 OR AN ALTERNATIVE OEWCE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). -^:::..TOE", •:b:^ON d.^ ONE NV LOCK S;L- BE USED AT CORNER R MY SPAN AND MSTN.tATIONS AT OUTSIDE OR INSIDE LOCK, nN4�tEVARON-IgLkNY1-BE�1SE>r/tS-r ATTACHED TO D3 CORNER CENIERMATE W/(2) 1/4 0-20 A 1/2• LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS f3 ATTOP &.80 0M SHALL BE USED. LOCATION OF LOCK SHALL EE AS INDICATED ON TYPICAL SHUTTER ELEVATION, MAMMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCKEDULES SHOWN ON SHEET 12, 5 • ONE ALTERNATE HV LOCK QG MAY BE USED IN UEU OF HV LOCK Q Or FOR ANY SPAN ANO IN5i nONS AT ANY ELEVATION, ALTERNATE LOCK @ MAY BE USED AS AN NSIp OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20K3/4• S.S. THUMBSCREW TO @ CR 0 CENTERMATES SHALL BE MADE Wf 1/4'P-ZOAJ/A' ALUM. RWNUT AS SHOVM ON SECTION. HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ,Ca 6. MANDAmtry COMMON (Y FOR KEYSTONEMOU NTING N G IN '^ ONE HV LOCK A7j v yr' OI 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 127 ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96% AND FOR INSTALLATIONS. AT ANY ELEVATION. 4N LOCK @ or 0 w @'. MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 at @ SYMMETRICAL CENTERMvES IV/ (2) 1/4•-20 K 1/2• LONG FLAT HEAD S.S. LOCATION OF LOCK SHALL BE AS INDKATEO ON TYPICAL SHUTTER ELEVATKN, USE OF LOCKING RODS TO W/ 0 OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY, S.s, 71 ( MAY P AND *NOTES Q11 Pa S C 1' �jjAT I :ONE ALTERNATE NO LOp((T,� MAAM-AE USED M MEU OF HV L.I. � OR fOR ANY SPAN AND INSTAIANONS AT ANY. ELEVAl10N. ALTERNATE NO LOCK MAY BE USES AS AN INSIDE OR OUT59 LACK. ATTACHAIEM OF HD LOCK {{TTd��'TO M W/ 3 /B A ]/B• F.H S.S.M.S. AND INCLUDES RDNFORCEMEIR INSaR AS 5NOVIH ON SECTIONS HOB-HY , AND C-H , SHOD 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12• MAATMUM BELOW OR ABar IAD$PAV. USE OF LOCKING RODS @S 4 COMPLETELY OMHAL L 4y1' ............. ,v/• `P: >,.�cs•,,�v x 'a'• �,� f C2I•'. AS t a2017 nUFCQ INC,®20tY L� p TILLN TESTING & ENGINEERING COMPANY wa x.. AeV. x. su, xa MB.9W cwaia. Hwa. vI Ppona : {JU!)ATI-i53D . Iq, y (yJy)B>i-i$JI -mm' W gAoaxmm wµnR A. MIT . P.L ' Ok0 1A416T A.S.S.A. American Shutter Systems AssoelaNDnl tnC• 4268 Plestrbads Drive West Palm Beach. FL 33407 EASTERN METAL SUPPLY. INC. ERTH H TM Accordion Shutter System H.V. BADE #1 W/ OR W/D H.V. TA N00N HADE DvsaAlmvN Dnl I1AAgH Im w. 1 OLD 15-OU /2J i wT0 0) 27/17 '- •SSA •' 9'iq�tLttt ANAL EN I-" P.E. SEAL7SIGIVARE/DATE 2 A DRAWING No 1 F — 1 0 s cucrT POLREO CRITIC.WCHOM POURED,CONCRETE NCRETE (SEE SCHEDURE ON OR CONCRETE CLOCK R�fAuO l bHRT 13) REOUIREO COwCREIE uiCN045 lu/iCttNE SCFEws S. CONCRETE R! Oss l� 17 1 B `O` we (TdC Yw.mm B°N SNm n ! / Y (SEE SCHCOULC ON i!/ 1/°•-20 ISLE SCHEDULE M SHEER 13) l l S, 13) NUR O 12" O.C. 12 SR14 uln I/.'e-2DaJ/f•bS' / ' '' O E UACNRIE SCPSNS —CO SO 1T O.C.V21 B'� ' - I T 3 m r i 350• YDK. L ¢•. �- � E • r r 0P00l14 J¢ iI i+ I; F Iweu Ea im I 1 OR ®* I I NM. SWARATCN TO C1M5 E»biURC ; Umm°® ' uv. EPAPARON TO GLASS —(sEE COSTING SSCI-EOIRE oN sHEEr 11) -(SEE sCNEW1E CN SHEET ") I t_ OHV WALL HEADERL r OHV WALL HEenco INSTALLATION v NV WALL HEADER INSTALLATION + KEYSTONE C% 1ti UN. SEPARATION TO CASs ipa P¢I ' I OR Ig' ` 1,N. 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A S S A BEon A TM x Accordion Shutter m4a HV. 970E //1 W/ OR W/O FiV. Vd7✓DOW 9701 American Shorter Systems , „ a ,s, wrt m" m LC A590CIOtoOr Ina , ao Is-ces 7/n/1 wrz: w/27, 426H yfeslroods Drive a West Palm Beoch, FL 33407 5 DRAWING Na 17-10 ELJD INSTALLATIONS n HV BLADE OR 16 WINDOW BLADE INTO 2ax4r MIN WOOD STUDS mr nrwm S.YS /y 0�160 -u< G tQI 0R Q.y4 ace-a•a�•e- c•a-�•cs �•g .END CONNECTION DETAIL qjj T t1 •tt rt 1�. _a�„a awa — —r -i .1 •... ri 1a: NFpA �W 1'PYMu �Muf-�t$hIMO-Y (I( 1w1FN ycp u wcS.n al,%.i rH�Lu q.t. END CONNECTION DETAIL ' SaIVIIO ar6Y fW Shtl CLfw w.y tY-C ♦ SEE UUATIONS OF USE FOR GdOE ON SNER 19 02017 T41EEq J6. NY p ' IL ECO,.a. TILLIT TESTING A ENGINEERING COMPANY U. St, sa Joa 1P caaau, n0.nt n o �.: (J W71-1ss0 , rm : (A )eb-,w, .- 1 u..ww.f01" W-O Shv %4nR � n 41. P.E. A.S.S.A■ Amertoan Shutter Systems Association, Inc. 4268 Westroads eid e West Palm Beach, FL J3407 n, e J s 4 ITATr h.aH . t& a 4MI a1rN aYxs uurt SUPPLY. 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Pos Iazw vP m A990010flon1 Inc. t OLD is-085 /21/1 (KM' OT/2T/1T Ra4W MI (305F21-1530 . Fm : (3051071-1331 4268 WC9tFOads Drive 1 ¢14yDDee31v'L Wes( PRIM Beach, FL 77407 s DRAWNG ND WY.mE A mul .n P.E. 17-1 O7 A Ua 0 (9167 _ __ =2'x a0 5' wM A-W GWE 40 0-0 GALv. STIEL L SNDS Ai Ir 0.G a r, aau�. 430 "a RAGIt cNANNE4 I s s• i Me. a a- 04 noSTUDS 5CIRNIS E%SNG fN3H Ukok rmc I AS MPUCABIE MIN. SEPDXIM EltanMC GVSs_ TG GLASS (SEE SCHEDULE) * GENERA IMITATIONS AND CONDITIONS OF Ilcc FOR BERTHA 11 HY RI ADF ACCORDION cr I rrER SYSTEM INSTA ATION TO MEFAI STIID WAI I S I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) 2. MAX, SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: 8 ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HY LOCK ARE ALLOWED W(iH 21 ARRANGED A MEIRICAL LAYOUT. US£ 0 (2) 35 (6' LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 1/2' P l'aJ CENTERMATE 21 APPLICATION WITH BIADEO THICK i.. {. 436 I* THICK A0 6 O.0 ac. u __-;��9�j$$E__F MS WAI�Ly$..HEADER/SI INSTA�OAEgT_ION r 4I)1 _ L —TE -n GIASS rY4" — -• 1/2' '"• A: 7/ _ neon mrzm.Mc. ,,•' 2tiP �/lam ILT ET CO l/ i TILUT TESTING & ENGINEERING COMPANY .q,�c7�g p� � �. ' 6Jx n.N..uix st n.. `aA.hasw Nrtoem. nasA n ` �,c'•::`LOR{OP '��4`AJ ° mwGlim�anew..e,P P.F CgFXf Y*LMN�}YIR� , x"R A DUO .r. P.E. F'iM1AiC nLHD4 Mc If N181 IW N.1 GJ GI�I Al.,9 TT---12.000- ^l��>•�4 y��3 Q.ap. 1/4"¢ MOMINA ALUMINUM S LEg 6063-TS ALLOY SEPARATION 10 GLASS SCHEDULE 3.mom• MpA. WIND ZONE MINIMUM ASTM E-1996 E ARATIIOON 4x LENGTH . r' I THRU 3 (. ® 1/4"0-20X3" 801 r MUST PENETRATE Jc 1' 4 4. an' 3SD' I- 1 /4'm-20 THREADS 43 1 /4"0 ELCO CONSTRUCTION PRODUCTS FAR—LOK HD COMPONENTS m�nuTu SCALE: 3/e'm T' 1, 2' IAVT,. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 I L0. Ei AT 12 HV MEAGER/S Wb5 VIEW Y SIDE CONNECTION TO TRACK KY. WWING N. 17-107