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HomeMy WebLinkAboutProduct Approval�Autharied Signature. (561)`209-8263 bfeeley@ ea stern meta Lcom', Bill" Feeley t I rodrigdez@eastemmetal.com • Teclinical'Representative Address/Phone/Email'=.' `Quality.Assurance Representative Address/Phone/Email° Category°. Shutters Subcategory Accordion Compliance Method;; Evaluation Report from a FloridaRegisteredArchitect-or, a Licensed Florida - Professional Engineerli Evaluation Report .Hardcopy,°Received' Florida Engineer. or Architect Name 'who developed. the, Walter. A. T�I4t, lr.P:E: tEvaluation_ Repoif; � . ,Flonda Ucense'•- PE-441W _'Q�iahty.'Assurance Entity National Accreditation:and:Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By -John'Henry Kampmann Jr., yaldatlon'Checwist-,lardcopy'Received:, Certificate of lndeperidence Reference&Standard,and Year.(of.Standard) Equivalence of Product Standards _ Cert�fietl�By F, Sec ttons,from the Code EL11. $�_Bl4 S91mI �a6 �LBPEi_;ta�f 11afidar � ASTM.E-1886 ASTM E-1996 ASTM,E-,330 TAS 201, 202, 203 Year- . 2012 2012 e2002 1994 Pipcfda A r. -, Date , a Idate porpya I mate Me ..'summarii., 460�1, Method f 0016 n,15 10115/.2020 111/0612020 00 Bertha.HV Accordion Shu#ter Blade Ex#rucled arumfnum interlocking blade' k P ........... .. r*v, 0465 6n&Wit6rn)J6r j�- "A" pro e w ion ... .... .... '1 '41 on$ Approved f9ruM'in , FL 1116 -bifth'dAS'S B ` ' .O646d fdr.Ciif64iide iV(dPYas mIns dd,S AmericanricanTesUAb,of*a;Inc: - Impact Resistant Yes, ,Createdb} lndep6h&nt Thl40artv.'Yet MaX, ,; ' positiveAW,fidada dk4or'aSiOsfnegatWe ASD'lopdffi6� ,Od oh!ed'Pa,rtyYes Create dilio pii,'ASD toad for blad, rorkih4,IwUnisofi'Aag,span f0f, VTbb4e wJoWj6d0w blade for jq§t4I ptjo6§,Into Metal +:7Z 724ffi p"u W : . fi, t....... .... .. . .. . .. .. .... - .. .. .......... a'HVAccoedjon -Shutter -Blad6 11., 'ExtWdad hedby; #racfts, top" iiHVNZ Drw .920104, and. of. m): hi, A0 Verified By AirierlEan Test Lab of South plarida, Tno; Iiwpiid Resistant Yes' - Created by Inclependenl lhled,Party Yes;`" kQesrgnPressure NIA .Other.fLarge �valuatron hej'4tiVe,ASDfoal ,diO'indihg.'di'cenormai#sa'ndI ckl'p-gjro'd— Created-by Ind Oeiddi Th (rd`ParlV,- "Yes n I rthe :HV!z,b,laide,.P,',-b�!for ioadfoj V biadeJbfKeystonei,mourifings 7'40" p,sJ. f6r`fnqtplls: i t ivilY nst6lla 16n pressures;:- aqs 04 p 3,; uttert, Extruded"ikuminum, nip �pc ing,, blades rethjhhd, t-(top, (Ncwn+VHZ) 0 9,401163;�. 'And'-bckftq i f I "1tunrbs 4 Use InstaMlatronlnstrridtiiftws` Approved ,F An 13 P. I rq , v , Solkluiiilau6filie', Nvhii I ;664'.So i0th Florida y Created by I di es, 6alu'atel6n, r v. Other Max,. -WV3-"tpan.at ppsfA�*qSvj!Dada AE j k"J" .g See iche8UIesbn'sheet,IZ„ Created by Independerrk fhird Party 5 anti 8 re ,Yes =077 I=fuo ': &8it GENERAL ,N(}TES: 1 BERBG N.Y ACCORDIQN SHUTTETt MIS, TM: SPZV N ON THIS • FRODUC! EYAL1LlitON OOCL4Yi11C ((P.ED:}: HAS [TEQd V13itF1Fl7 :tUR C0L9sLWNCE`iN ACCORDANCE WfiH T'I 2WD-j?tk. MITI0Nj.6F"THE FLORIDA. .BUILORSit CODE. THIS l.CCORt7{ytt,�SFfITT[ER. SY51EA1 S1NLL ff1T BE INSTAIlE4}, hT HIGH YELOC{7Y'H1#6iICA3tE ZQtiES DESIGN wcYD LORDS SFWL7., BE 6ETFRk9NED AS.PEk SECTIQ?Jli20 Of THE€ABOVE VENT=W CODE,, FOR: A. BASIC; WIND SPEE73, REQUIRED BY THE JURISOICRGN !af"•. .ERZ,SN !ZR WILL BE: IN=X. ED 1W M 'A 'DMECTp)ttAM iFAC k'K4e0.85, -USING A= 7=rtt AND .SHALL Wr-FJTCEEO THE MA1DmUM' a s-D.) DESIGN, PRESSURE BATINCS: B1L'7CA'fED .ON SHEETS 1t. TM 15 19.&20, 1W ORDER TO VERITY l7 E An= CONDFRD , (ICTIMAYE DESIZ.V .WINO` WADS DETERWNE6 PER ASCU 7-1B-SkA 9VFiR'ST, REDUCED T0. kS:D DESION;'WIND (.OADt' BY k&TIPLXNG; THEM 8'F 0.8, IN:'ORDPt T9..gMPARE INDICATED, ON; Sti M i I TNRU 14 79 & 26. IN ORDER TO VtRIt7 THAT -COMPONENTS AWD'ANCHOR.S ON:1Hia^=PZAL, AS,TEM: WERE NOT MR- STRESSED. A-33' R TN .,W Al2OWFBt.E STRE55 FIRt-VF'1:10 LO WAS,= I15E6 IN; THEIR: ANAd.Yo' t`"5; HOYlEYC3L A' lY1W D,WATWN FACTOR CO�1,60 W95 VSED FOR VtRIMCA�1 OFTASTFNERS= IN.WOW::' .. _ .... BERIHk H.V. ACCORD"'SIMMER' VMIEfd S ADMIIACf FOR'WND'AND. LARGE MISSp6 It4PACP LOAD HAS. BEEN VIItIFffO k ACC0t07ANCE WTOT SECDON ,IWIL12 OF-THi ABOVE TeENf10NO CODE AS: PER, ATL R70M . -HV ?iACEfl"8oild:Dt-03. B67t8.01 433, ¢3O04 Ot-SS:: #127a.Ot.-05 "i�D3ti:Q2-tTE, �0808.Of.-iO AND,h=2 Or-:T1 AS PER.TAS=201: TAS=202 AND TAS-203, PROTOCOLS AND 'ASTWE, 1886 AND E' I"$ STANDARDS (AISSIZ tEYEI. % WIND ZONES 1;, 2. &. dt tazQ,DT-10;tw PER TAS�2O1; 203 & 203 PROTOCOLS' LARGE MISSILE, --WINDOW WINDOW Tt1W ,iI$ OSDS.DJ-{T8' AS, PER;. A,STM E-I686, A ND'E^t94S (MISSILE LEVEL. D. WIND ZMES 1. 2. 3)- BA= PROTECTION ONLY AND 6 .0725.QT-021,A PER TA5. 2O2 PROTOCOL 7. W MADE AND HW WINDOW VADE Q AM EROWIEEREV 10 WORK $T UNt54N WO EACH' 01I1ER UNDER THE GEITUM LIMITATIONS AND CONDRIONS OF WE TNDFw.w ON SHEET 19 3. BERTPA N.vw ACCORDION P,.m (41, SCREYPS), USED AT MAM KNUCKLE k tD FCR DIIIECT UCUNT CONNECTION TO IPACKS. SHALL'BE 114x2.75-„AND 014x1.7s, I;fsf^'EC7TYF.t.Y..410-HT MINIMUM SERIES STAINLESS STEEL SCREWS MDT T3S.0 k YiE1.0 STRENGTH AND 180 W TENSILE: STRENCIN, PINS SHALL -BE COATED WITH BERTAk IiV DACROSHIETO COATING SYSIDA AS MANUFACTURED BY APPROVED COATGNi AFPUCA'VIRS. REGISTERED WIWH AMERCiN SIDITTER. SY& M A^a^s0d4T1ON: PINS MUST 8✓R THE HV VARIG G ON THEIR HPAD: 4. ALL ALUMINUM E MWSTONS Si-Att. HE ALUM€NLAI ASSOCIRT*N ALLOY AW TEMPER AS 9NMCATED ON SHEETS 2 VID 3, MOMUM YIELD. STRENGTH FOR. BOSS SG ALLOY IS 30.0. W- AND 35.7' ksi FOR, EOO5-T5 ALLOY. ALL ALUI%IYLM EXTRLWNS IN CONTACT WNN DISSIMILAR 7 krMAt5 SHNJ. WMPLY WITH SEC" 8" OF 111E 2015 ALUMINUM- DESIGH'W"L. S. ALL L`4i£'EW'3'To EIL WAIRL.EA STEEL. -R)4- OR 3T) A7SI SERIES OR;CGRRCSIDN RESISTANT COATED CARBON Ma AS PER ON WN6 WITH 50 ksi MW. YW ST'REiM. AM 9O ksI MIN. TENSILE STRENGTH. AND SHALL COMPLY' W/ FLORIDA Et1YtANO CODE SECTION: 2411.3.3.4., 6. BOLTS TC B£ ASTM A-3O7 GALYANTZu6 STEEL. OR AAT 3041 OR 316 .SER.ES-STAV3IES",x SIM WITH 35 6W MlmjUM HELD STRENGTH. 7. SEE 14E fOU . W W SHEETS FOR, ANCHOR SPECIF7CA;TWM HV BIi1UE 0 , 1213.1.4,18 AND 20 k4. SLAVE Q & a <ti'CM4 IN LNMW. IIt 13 & -15, e. THIS etERTHA. H.Y. ACCDRDt07N SHIRTER SN� BEAr6 A III. PATENT W779,WZ COUPONLTtfS OF•THIS APPRML ARE COVU= IN WHOLE OR IN PART BY U.S PANT' J5'458;179 ISSUED TO.EASIERN METAL SUPELY, we, 9. R SH>a!!. TTIIE"RESPQtLSiDH T' OF�1HE G67N1FACuR T9. YEPSFY' TTCc S0U7rpo,YE$S OF ISLE STHSfCt .°RE WHERE �',Stfi±FTE,R TO-F.£ AitACkErOj.'SQ +:.C.TNR ' PRCPER. AND40MGEy Lq€ fitsCl[R.TI'i.;5eht.fCAi �:,'. ALL 5e°JTTER COILPONENT EDGES. WRICH RETRAIN. T3LRU FASTEN= IN CONTINUOUS C04TACF vm THE. DU4mc TQ I"; t_ .N1` WRrO/RAUt 1kT{NUS'.C'TN. 10. EACN L81IT'NUST'SEAR PET ,VENT. LABEL IN A VISIBLE PLACE WON WARNING NOTE; pt;'t'sTN7> FTTT.f�35 9F HliTIRM?NE WARTIftiG.� HOMC {'7tY?E�'{E$2A4�}1=. OR. OTHJPlS. MUST F"' P #L( GLD(SL.,�G: tiY'RtR'J'H0` CENTEVASTES AND L'NGAGE'ca LOCK`ALL t:Y Am NO LOCI(5:�:. - •, 11. SFiU':1FR.. M:T�"itFAC1URER'S IABEt SIfALL 85< LOCATED ON >;., {TEADILY VbTBL= tOCATItlfj Al ACCDR=m SHUTTER"TN'ACCGRTSAA WPta`S QtY71170993, OF FLORIDA BUILDING, CODE, LuiE i,A$ft'.. 5HALLC ! PLACED FOR EVERY OFENUSO. 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R 71 TF, Y -to A.: 12, 4 *75FEANC — HPIK IT.. 9 .7 �14-, 12' 10, olimi ?l _Kis� SPECIFICIT0,11,S 3 Oi�i �4 1 a -8� 9A A R 14" . . ji —7J4 ­129.5 7.5 -7--511--:a,—.5 ,4-. 6 �..j1- .0 A2 Xly• X a e L8-: 41I045, 12 lul R"4s4 "T 5 144710 a a 4,5 AM93sI4 3 t to a a IQZ E 8-a 1 10 Q e 5 id 4 14 11 7 .. 7T4to ra 8-, a, 4 + SEE LIMTA'n0­t4 07 L. iuNO._1442 A 774 Es _,s 4 iT WSLAONSHEET 19 95 -.c kf0r . IA 13Mbie5i 14 Ait 7 T If.5 4�6 % 'is 44&am W to 712 10, 7. 3 14 10 S 7 3. T=a 17. w X­ ..... To 7— z 4 7�- -T41 Z KJA _a g� 444jii+ M 7Z7 WOOR lqW, W:R. 'v;BEgn frffvTrL KsufAKA' 1"AiLl - carl-seuf* S TILLIT ES*EER�NG,CCFAMa pc�� 'PZ. W, 20 ....... . .. _ QK ZQ 04- 7.7.z., MAXIMUM ANCHOW S } / Fii57C>II KBME PRESSURE RTt)ING AAID'A .. .. _. 7SLE 1{DLBtIW.S E O: k E �CEiWALL SILL• AIOUPYTING'-iG7�CEFtkNG ►i4UNTi6 �z'=a 1 r ads oast SMUTTEft SPAN: SPECIFICATIONS ON ANCHOR REQUIREMENTS' POURED -CONCRETE OR CONCRETE BLOCK SUBSTRATES RitTE 6&'Bf IFJSTAL�RO}S -- ' 1. 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W'V/ CAP ANCHORS B -1 1/2" n01$r 4Q �,.,/�4 8 Bj�`8 ;TAPPER+' EMBED40CL OF. 1/4 A x 3/4• ALL POKM SOUD-SET ANCHM SHAC4 BE 7/8• 4Nf0 T1 POURE6'CONCIL�'IE, Edo EtABEDMLM, :8 a R 33 A2) MINIMUM � BE PERMITTED. 4/4•H-20 S.S. NAGHtaTc SCRE81, USED SHALL, !k- t 1/T` LONG AtMfl1UM SHOIULD ISM COST, AND :FOR WALLS WITH NO S-MCCO. rn gT ss 4 f Yg u1giA.mMs m uu FM ._ .._ g °^et.lLHax Barr 19 0 T D A a.S A3) IN CASE THAT PRECAST TONE, PRECAST CONCRETE'PAREUL PAVERS OR AAN vETdEFR BE .fTNJTtD'' QN'TtE CGSTtFM.' WALL OR' FLOOR: ®:5 5 s t 3 .. ANCHORS SHALL BE LONG ENOUGH TO REACH THE WEN STRUCTUREN F PAS BEHIND SAID WAISE 5: ANCHORAGE SNAIL BE AS INDICATED ON - RMS All) A: A2) ABOVE FOR p6rALLARONS ON VM, SONG OR CIF-, WIN OR "HUT META. STUDS CCNSULT Im ENGImm, FOR a e tcJ ;42 : INSTALLATION INTO, OF5 WC H M&"AL SMEIS SEE SHEET 20. ' . B 6s'k s . 1 (a) To CcST1k4 CONCREF-' BICC (: (ASPM GL90) i' 65 4 t3 ._ 1/4.6 TAPCON GR.TAPOON WITH ADVMM-TFREWORM TECHNOLOGY'AtN:Hon. AS MANUFAC11iiE4 8Y N.T.W. 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