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HomeMy WebLinkAboutProduct ApprovalFILE COPY r9mm m. M.'a"W. I-50714-wl 13FIS Home Log in use( Registration Hot Topics Submit Swcharge t Stats a facts Publications C. ContadUs BCIS Site Rip 1 Links Search dGill p Product Approval USER: #tiiific'User 6ditc'Apvrmi femp Plod.d., Application. SearchI Appficatfbf List App'licaiiiin 06tail,_. RECEIVED "FL 4': 0 9 Alpplicati6n Type ,Rqvksion MAR 2022 Code -Version Application Status.' Approve ST, Lude COunty, Pning 'Coh,iine'rits 'Archived,' - Pr I odu ., ct'Ma . nu 'facturer p American Shlitt , r,S�yste - rns�As . Sociat , ion"efric.. Add re West Palm Beach,. FL,33407-' .(561) 209-8263, bfeeley@ea!Rternrrietal.'c0rn, -R,EVIE W-- —ED FOR Auihdn`ie8 Signature Bill. Feeley'- n'. CODE COMPLIANCE ST. LUCIE CO�UNTY BOCC fe c ntan ve Address/ P-,ho,ne/,Email,- P� 3 � �/Z� Quality AssiJirapie,ft.epresent4tive 'Addiess/PhbnQErnail.. Shutters: -Subcategory,. Accordion Corn;ke Method EvalUition Report fr6m.a: Florida Registered Architect or a, Licensed Florida , 01a proi4ssioriil. Engineer _X Evaluation Report --Hardcbpy.Reciiived: F16rida.Enbirte*er.or Architect Name who'devel6ped the Walter A. T i't;. Jr.: P.E. poitl �Florida ,Licens'4, PE-441&V.! Quality Assurance Entity National Accreditation an anagementl.lnstitUte al� �7ASSUranceCritract Eipi' ,Qu it , ration,Date 12/31/2022 `ivalidatediy- 3ohh. Henry'Karnornan Jr. 6 Ciiftificate'of Indeperide nce Re - fe . r . en I ce . d Standard and'Year,(of Standard} ,Equivalence o roduct Standards '.Certified ey; sfrQrn'the Code yp� Validation Chet I S qQ y ly Q B-L) ,fi"n . d a rd Year ASTM E-1886,' 2012 AsTM E--1996: 2012 ASTM E-330:; 2002 TAS,201, 202;203-: 1994 51 Pr"oduct Approvak Method Date Subrgitted Date':Valldated` Date Perid'ing;FBC Approval Date ;Approved C-tiii�-nnru"nf Drniirr}'e. Method i Optlom D 10/1S/2020 1i/o6/2020- il/06/2020" 12/15/2020, ti Model, Nq'bber or NameDescription 3&41 Bertha HV Accordion -Shutter - Blade Extruded aluminum Interlocking blades retained by tracks (top 3• (Non-HVHZ) - Drw9-20-165 and 66t6rn)"fdr storm protectiort. l,Ltmiits of Use. Install"at:on Instructions Approved f0r.use in-HVHZ: No FL3t39 R10 II`-DRWINd- ASSA SLAD0,pdf ,Approved for use outside HVHZ: Yes Verified�By::Americari Test,Lab of South Florida, Inc. Impact Resistant:"Yes Created by Independent Third Party:' Yes Destgn;Pressure N/A. Evaluatiowlteports' "Othee.UrgeMissiie Level D".Max span is 12'-3":for40.psf", FL389 R10 AE •PER,A85A •BL.& 3'ndf positive ASt? :loan ;and 1.3'4' for. 35 psf negative ASO load the' Created by Independent Third .Party: Yes :HV3: blade w/o window blade,5'-2" fcr110 psf ASO load for = HV3 blade w/o wlfidow blade and 8'-11" for 62 psf, 9'41"' for 55 psf�AV3 blade yv/ty"vindotvblade working in unison,Mag.span• for NV3 blade w/o window blade far installations ,into Metal :Stud jualis is .79">for max. ASD pressure rating of +72; 72- and � 841tfor.,!-64.psf; See sheet for other spans and ASO, Pressures'." Bertha'HV.Accordion Shutter-Blade.,1 Eittrdded aluminum interlocking blades retained•by tracks (top Only-•(Non-HVFIZ)- Drwg'20-1fi4. and bottom} for sEorm' protection. � ��'___ LiMits'of:llse Instailat,on Instructions' . Approved for use iri HVHZ: No ASSA .nAbE1: EL385 Riii •ii DikWIN( � Approved for use ou6ide'HVHZ:-Yes VerBy `•American TesE Lab of'South'Florida, Inc. ified esistant: Yes Impact Resistant:. Created by Independent Third Party:.Yes Oes:gn P.ressure.:N/A Evaluation Reports Other:"Large missile level "D"..Max., Span is. i6'-0" for l) p:s.f FL?89 1110-AE PER ASSA. aLAOELpd 1 negative_ ASD load depending on centermates and locking rod Created -by Independerit.Third Party. —Yes configuration for the HV1 blade, W-0" for .i-64, -72 ps f A.S.D::. load'forHV blede.for Keystone mountings 7'4 `p.s.f: for metals; stud mountings and V-0" for li0.ps;f. for HViA worktng"im• unison: See sheets 7„ 11 and 26 respectively of installation drawinys,for other>spans `and pressuresf 389:3 ,Bertha HV Accordion'Shutter Extruded aluminum interlocking•blades,retained by tracks (tope COMBO,- (Non-HVHZ)--Drwg 204I6 and -bottom} for storm protection 'Limits"of Use Installatiort;instructions • APpraved for else �n:l1VHZ; No FL389 Rio -II DRW "ASSA BLADEi "2_gdf Jtpproved'foY.eise outside HVHZt Yes 1erifed By: AmencanTest Lab of,South 'Florida, Inc. Impact RPsistantt 7es • Created byr Tridependent Third Party: Yes Design Pressure. N/A Evaluation Reports CJttier: Large missile: hlax:.i6'-0" span:et 30 p.s,f ASD.load., F4 J39 Rid AE'P�R ArtSA--aL&k �{�' Blade 2 a'nd i,63 0" for Blade 2. See schedules on sheet Y2;, Ci-ea(dilby-In ipenderi Third Party: Yes �ecli f'tee'e ; arp_ntoct Us,: 2601 Blair. Stone 4oad;"TtitlaMa3see.FL 32349 Pbonet'9SO4I87-1'824 The ttate'61'Floridirls an.AA/EE6.employer ,£0ht 2807.2013 Stato'oF Fibddn:. Prtyaq Statement, Aiieuibikt statemeot ;: Pef0nd_stat'em,1nt r Florida law,•email addresses;are,public records. If.you do not want your e-mail address,released fri,FesD?ose to a public -records request, ado not send electronic i ibis entaw,instead; ccntact the office byphone•orbytraditional mail:,tf;you`hoJ0 any question`s, please contact 850.407.1345.'-Pursuant to 5ectlan 455.275(1), a 5tattites;.elfective Wolter 1, 2012, licensees licensed Under Chapter455 FS most prdVide the.0epartment with'an eritad ad4ress4fthey have one The emlis 9eii,maybit used for. official commumiuitien with th®luensee. Howaveremall addresses era public retord,.if yo4 do'not wish to supply a personal add(ess, please 1Q tits, QopirtMijn ')tlth at oitfall address which can be made nvallable �o'the pubii6:'Ib'deiemtipe'If you'aT a'liconsee under. Chapter455;"F.9;, please click. hove . Praduat APProvafftcapts: '®�: frec�lt %r GENERAL NOT I. BF'RTHA H.V. ACCORDION SHUTTER SYSTEM SWWN ON Tkas PRODUCT EVALUATION DOCUMEM (PLED:) IIAS BEEN VERIFIED FOR COIAFLIANCE^N ACCORDANCE WITH THE 2= (7111 WIBON)OF THE FLORIDA BUILONC CODE THIS (CCOROHON..STNTTER SYSTEM, Sf61LL NOT BE INSTALLED AT HIGH VELOCITY HURRICAVE_ZONFS. OEsm w NO LOADS SHALL. BE DETFR:9NED AS PER SECTION 1020 ci 1HE.ABOVE. 904RC44ED CODE, FOR. A. BASK:. 0.'m SPEED REOumm BY THE dURI rSTI mm VO4me SHUTTER WILL BE INSTALLED WRIN A MECTIU14 TY FACTOR Xd.0:88, USING Asw 7-16 AND sNMt NOT B%CFED' THE 1MIOMUII(xi) Dipm, PRESSURE RATINGS RIDIGTTEO- ON SHEETS I I. THRU 15, 18 &-.20. IN ORDER TO VERIFY THE ABOVE CONMON. ULTIMATE DESIGN YANG LOOS, DETERMINED PER AM 7-16 SHALL BE, FIRST . REDUCED TO "M DESIGN VINO LOADS BY MULTIPLYNG. THEM BY 0.6 INKES ORDER IO. COMPARE TE WJ MAX. (AST) DESIGN. PR£SSURE..RARM INDICATED ON SHEETS I I THRU 16, 19 & 20. IN omm TO V'EFIEY THAT COMPONENTS AND AnDHoRs oN TM PLED:. AS.TESTED. WERE NOT OVER STRESSED. A 33 R NCROMC 3N ALDWot L STRESS FOR A$LD LDAGS WAS.= USED IN THEIR ANALY.Ir-HOWEVER, A WJID DURATION FACT02 CO-1.60 WAs USED FOR VERIFICATION OF.FASTENL' -IN WOOD. BERTHA' H V. ACCORMN :JtUTIER SYSTEMSS ADEOUACF FOR WIND AND' LAIC£ MISSLE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH. SECTION 1604.1.2 OF THE ASME MENTIONED CODE AS PER ATL REPORMs -HV EFAVDE. I, 10214.01-03, 10715,01-03, %TCO4,01-05. 01214.01-05. 90317.02-06, fO609.01-10 AND f0110.01-11 AS PER TAS-201,- TAS-202 AND TAS-203-PROTOCOLS AND ASTMS E-1986. AND E 1996 STANOARiDS (MISSILE LEVEL D. WIND ZONES 1, 2 & 3) & 01220.01-10 AS PM TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BADE is f0505.01-08 AS PER AMU E-18D6 AND-E-1996 (MISS RE tEVGI. 0, VINO ZONCs 1, 2, 3) BA= PROTECTION ONLY AND f 0729.01-66 AS PER TAs W2 PROTOCOL 2. W MADE(() AND FN WINDOW BLADE 8 ARE O4G,140M TO WORK IN UNISON WITH EACH OIHEP. UNDUZ THE GENERAL LIMRATI NS AND CONDITIONS OF USC (MtATID ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SC$&VS), USED AT BLAM KNUCKLE AND FOR DIRECT MOUNT CONNECTION 70.1PAMS SMALL. BE 014x275' AND $14x/.75' RESPECTIVELY, 410-HT MINIMUM SERIES STANLES4 STEEL SCREWS WTTN 13&0 Imi YIELD SIREtiCTH A40 190 1r84 TENSLE STFWMTH. PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COATI!TO SYSTEM AS ALANUFACIURED 8Y APPROVED COATII$T APPUCATOFS, REGISTERED W7rI AMERICAN SHUTTER SYSTEMS A"aSDOATON. PINS MUST BEAR THE FP,+ MARMr ON T-AMR-HEAD. A. ALL ALT HUM F)TRUSONS SNARL. 6E ALUMINUM ASSOCLAAON ALLOY AND TEMPER AS INDICATED ON. SHEETS 2 AND J. MINIMUM YIELD STRENGTH FOR 5063-T6.ALLAY IS 30.0. ksH A14D 35.7 ksi FOR e005-T5 ALLOY. ALL AL.U!%LWM EKYRUSICFS IN CONTACT WITH DISSIMILAR LLATERtALS SHALL COk1PLY. `i M SECTION fiF6 OF RE 2016 ALUMINUM DESIGN. MANUAL. S. ALL 'SCKV S ITO K: SlASELESSS SiE€L -04 ON 3T8 99 sT.= OR COMMSIDN RIMMAINT COATED CARBOk 4tEF7. AS PER ON 50019 WDH. 50 F.1 MN. YMD VITHEt'IOTN AND 90 kst MIN. TENSILE STRENGTH. AND STRUT. COMPLY WJ FLORIDA. BUiWHO' CODE SECTION 2411.3.54- 6. BOLTS 10 BE ASCM A-307 CALVANRED STEEL, OR. AS 304 OR 316, SERIES STAINLESS STEEL WITH 36 hat VQXIMUM YIELD STRENGTH. 7. SEE THE FOLL.OINING SHEETS FOR ANCHOR SPECIFiCATLDNS: W BLADE 0 : 1$13.14.15 AND 20 HV BLADE (D& Q WORKING' IN UNISON: It 13 & 15 8. THIS BERTHA H.V. ACCORDION SHUTTER SVSIEM BEARS A U.S. PATENT f0'77D,5B2. DOMPORENT5 OF TIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT f5'458.179 ISSUED TO.EASTERN METAL SUPPLY, WC. .9. IT SIkL BE THE R OIJS FLIIY OF THE CONNVZTOR TO VEIN' THE SOUNDNESS OR.T4I;; STRItCiL72[i WHERE SH4RTCE,R. •is• 70 66 ATIAt4 TO h'W' RE PROPER ANCHORAGE C8T4t MiliR fO WYCAUCIVI ALL SHUTTER COMPONENT EDGES WHICH REE"R. i1RU FASTENING N CONTINUOUS CONTACT IWTH T7 ' @U+LDING TD FREtieFFCWND%RNN.�4h'iT2ttS'0N. - 1D. EACH UNIT MUST BEAR PORLIANENT L48M IN A VT5161.E PLACE WITH WARNING NOTE: OUIiig6 PUMOS DF: HURIitOAWE WARNINGS tF W:O tf-R ` 0"T. OR OTHERS, MUST FROPERLX .0005E ALL HV 64 E10 RRt CENMATFS AND ENGAGE OR"LOCK'ALL WAND NO LOCKS. - - 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION, SHUTTER L4 ACtfi,'K. &ANOE WYCt{,"S Qh]N N04.9,3 OF FLORIDA BUILDING CODE" %MIE'l- ABFL 5HO[ '- 85 PLACED FOR EYFRY OPENN'3, LASEL9N TO COWIY WITH SECTION 1709.9.2 OF TiHE SLMA @U1 NG CODE'. ... 12, BERINA H.V. ACCORDION SHUTER SYSTEMS INSTALLATION SHALL: COMPLY WITH SPEC $ §i4NETY Iy THIS. DAAi1IA„G PWS: Wq%BIt3L1ttJG :hAD 4{#Iff4G'A' UtARONS PROVIDED Lif T14E.'ykrRiSDi i1CN WHO': PERMIT 15 APPLIED TO. . .OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2- SYSTEM COMPONENTS 21-37' SHEET 3 TYPICAL: SHUTTER. ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW- BLADE & WINDOW DETAIL AREA 2: EU BLADE- n AND HV WINDOW BLADE I%- ftERE APPL MARLO TYPICAL SHUTTER ELEVATION & NOTES ON, LOOKS. SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENTERMATE DE.VLS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONINECTtON DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TATTLES SHEET 11 ANCHOR SCHEDUE- CONCRETE & BLOCK SHEET 12 ,ANCHOR SCHEDULE- CONCRETE & BLOCK SHEEC'13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 T7'IcaR. SlIR1TFfi:.EtiyttATOi± VIE£F' .i§ 2D 13. (a) THt:. P.E.D. PREPARED BY VA ENIGNEERIS CeMC AM DOE& NOT PROVIDE NFOP,B 10&1 FOR •A,sITE ": V[I:STC Pi(!1<I Clr ! i+• WHHERE Nc $TILE: CDNHXTICNS DEVIATE FRON1 ;T{E F'.EO.- (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND ITWALLAAOt(0CWM- ir'VSAfETY OF Ftifs';PfM{10i;:b(fiEf1 OW1IIEi;P..E,D., PROVIDED HE/SHE (X20 400T;.0i:Y n OiOW SHALE.. ONLY -,BE .0EB . 0 .. THE. CCNDffKMa DETA.4ED ON THIS DOCUMENT. CONMUCDON SAFELY AT SITE IS 'TFIEcH0NIRwm'S RESPONSISIM ;;.THIStRAWINa F?BTAIFI T'i'E�iF14iFS THE STATE OF (c) THIS RED. WILL BE CONSDERED. INVALID I' ALTERED. BY ANY MEANS. ,1N" ,�LORIDA (d) sITE SPECIIC PROJECTS. $HALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER DR AFCCFIIFEOT'WH: H. WIL 6ECGME TkfE AHdkTiR'Or RECORD tEO.R.) FOR THE PROIE»T AhD WFfO*'ATLL•,EE . � ... RESPONSIBLE'FOR THE PROPER USE OF THE v.ED:. ENG4%EER OF AECORD. ACTING A$,A DEELEOATED'£NGINEER TO TNP P>:q- (}HCISIE i'S}A; SU %TO THIS LATTER THE SITE-GPECSFTC0.AWl=.'rON (e) ORX4NAI. P.£D. SHALT. BEAR THE LATE AAD ORICI AL SEAL. AlJD SM.NAitt!'E OF IINE PRCfESSCNaC ENIINE0 Of RE461;7S�i14TrPREPARYti• W" ) RAIDA BUILDI%CODE(Hca Ntat� _1fPIDC1 y ;HuFTTca rrs �one . .. 11 iii C2070 xt,'CO, 4tiG tL32SZa t:MFiBJi-U.- L 04 X 4 Fff I E C f�COttIYt3II' S�1lIt� fw2StEIYt 1 N e TILUT £STING Ark ENGINEERING COMPANY _ = No. 441 �='°^' t4-5 ^Z. -'"' 1"'"""`' Amio icon Shuffer Sysienis AgSOCTCNOCit loc. j CiD" 17 10 :T f201G IAITI' 7 2 ,2920..... 's �'. STATE's�= „ t ' A 3ML R .SH+ `. N"'3W GF,L�NS. 0.CR1� .A!6. nw a T a f x 30s 87:-1531 A. LVaSt• :OOI tt ?e0 TI �- YJr?ttYfllHG fi!o 1 s4:�TLi - UT J,'. PTE ; F 2 CC 22 ZE3 UY' 'may iaC ) NIA. -x r t43V@RkFd'UNUEfi US MA1EN1,, 54W79' t.w'O itUrltF1 USE Yf " F � � s :oUauEot uss w} tctt sui Pik>.piltCt Td6CItiT L��E?1q 7 WINt�6-W 9LAbE* 86C5 j8 jEtAY 4Fjt1 [�NPFA AUAUFiED FOFt USE:W HU eQB3-7 ALLOY AhC TEbtPER` +S MITAIIONS 6F �J$E OF 6t4LE C E£T t9 r n t €a6 ta�to E 7EkP� s. 17-1 .. :.\ ',ur .. ;�Ris it r;.. ►.` .T�. 0-£ ,; t2 of - i <-. 7'HV.•A dbARTER .WfLtf+' alas -� ilz S: _ .T.:473 auIiED•.FGR USE;Hv Bi3Y=WALK AVER TEtAi~K azc+ r ��xs � i> kt�:.ApJ . FIC?dR 7RQC14 t�Sss-l& as o Itu cri oua=,FM r lix \Y/ ttv s NK eN ?RA(>K i us• ,�� - Ctidd�F7w` FTIR ,Us E wz HY BLADE. O AxIRMF R USE W/ H 6tADDE t 5nsa-17 L r I:fmER CTiLYrI HV •RAINGUAR dit-a TEMPER Qi!AUFIEDpup_'FM. .i i WKS a s' � C, AiLA4E VP> k l t et65 E .� l 5 3 G7 a, AIL. HV CEIt:IN6 HEAL?ER H� Nl:IkbER'/a^ILG, f3 Hb � -�'� - D<JAF FtEm rDg us nr au,B ADERQoNtY ° :._ LNG H�etb> R/51f L. ' (a FDa usE Ftr/ Hy BLADE i,oN Y. 6gtt 7&A4iar ANn 7EUPi , giLAuFEa FQr tisE cv/ H-WOLA f$ A WAU HEAdERf.SiLl SEE S466 �6R. YALMn ieE SECIlPt s FDR' V CiU f iF1FD F(TR 'USE Wi' Nt ,eU63 7s r�;l:b'r AtiG CEM R- 6¢ , daER 9"ADE:�t`I',DNlY ... ,q TEFtP,ili ' � l --ANGLES o`t3nunco — us''c W/ Ai.UF�INUtI � 5, s Ao� i j Zm unm F �� .. Cit�lYol{Stir A s`� t1 ' rz:' i II MOr.,; li[gh .:Yelaaliy- -nuCmC pe `Lone . • -.. '4LV11Itf1t tlittlUlPiG.Gt111tt U Rfl40i .. Nor .. a EAS£E�,tF NE"kl. �LipFC =' Acc td bnSbuttdr System No 4 fl 7 9msriecn Shuster" Systems �r .� TILt1I TES{iH4 E4GIT�PiRhG CGgPANY xa ntsatwrtva ax{ Icruevu d a r' ATsrUit€cse o-0 ssoaiaflan STATE C �s Mks urv. seas t+ c Fc^s aca�v u 4 ao Int { iiJ'lT=+o? ! _ / mti! f ma 4s ?sT cw (as;sz� ��se r6&' has r3c tlrYi s. t - JRMY[W No GRID Wevk palm Geaei; FL '3?07 3.... { ij� tC� ry'..C4 .-...�... adS €H x. r T .4. P.6 • _. .,, .,,..,�, V .1 64 .n.. �"a .{ {.. .. v�taur-8a_�y• s , i I m-iC 4.660" 2.2gr V 7' n i�) RtOF, Pm a2 .QUAbnED-FOR.'USE`W/ H V-1L.0kTING CE T' W,'ElLAQE & I ONLY 6063�-T,6 ALLOY AND TEMPER J 6s . ...... . ....... qo� t HY LIT' LOG TrOLIATC LOCKER EQR,OV- W!=&ENTERMIM a -LIFTED FOR Q)ONLY 6063-76 ALLOY AND TEMPER ,50637M.ALLQY,lA"D TEMPER, "VANED: =p Mal" NmIl.Tm are am=;, ups 1CnAom sNsitt %74 r. tly: AS -'.EGRESS LOCK I MCA) C�W/- 'OUALVIED FOR USE W/ KV K_ oAc ONLY, J, AFTER rmETNG �tvon -20 HIMMUP BY Awn. "au 07ceA OR EQIAAL TEAWL .ter -AL V tQCK OVA ,QL%LJf,x_U- FOR, Ott VF1 F9 USE W1 HV WA4V BLA&rQ') ONLY. R1#D ONLY. T_ .9- 6kfil_Ctaimm&kW-"m& L6&IkG 06D, -61 86i" ILRWAT� wqq.lO 9: 95PW. tiV 6LkLse4Af<DAY ,,k -T6, Ft,' )L fis�;g � - _, -, , I I A A IENPER; h� A 4e2 R 8'1RIES - S.S.-THUMBSCREWS, A w '%WtjL REQUIRE A 7 1 -FOR: pqOpumtx W, .8 . 8�_k± ­ _ AMIM, FOR -USE BW ql�LJFIED FiM. .F� 7M=jM:jg.' '10W K TM V... 44 DW BUIL NG' Aii --ZiA Aniqedon sh, se syeiins 'TILLff T.Esvto -.'Amrvwmw� GPUFAAY >C+7'3Vn='A Fat *26F. Wesirocds, f1rivo All'as" ?cJrrjeecc*h., Q. 3340,7 00 SHUTTER ASSEMBLY SCHEDULE FOR HV_:..C1 HV_- __ 1Q HV .BLADE 1. _ .. . . © HV BLADE 1A HV LONG RECESSED NYLON BUSHING ® HV SHORT _RECESSED NYLON BUSHING 4t� HV NYLON HAT HASHER HV .WHEEL CARRIAGE AISI 302 -303. SERIES 0.870"43/16" THICK NYLON WHEEL 0_188"0 AISI 302 SERIES S.S. RIVETS :,...1.5` HV 1 3/4 ACCORDION PIN W/ #8 HEAD ..._ ...._.._ ..... _...__ HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW .S1 S'6 EXTERIOR.+tv L. J f FT OR 0 IRV :.OR , (1 ) NV PIN (t4 SHALL ALWAYS BE USED AT ALL E R1C3R f ` n .M BOTTOM KNUCKLES OF ICJ ACCORDION SYSTEM W/ HV C C I€ fi HV tr BLADE. {. :EXTERtBii [t �. .....c 8O6R EN (2j P±N 0 MAY BE USED IN LIEU OF ® AND ONLY 4 tkpCS kXLI W.A EXTERIOR BOTTOM KNUCKLES O HV ACCORDION SYST04 � ��r 1t HVaf / wF £" fC?7tYn TbR ,BLADE WHEN CORRESPONDING' TQ INSTALLATION 1 51:E 'T' 7 0¢8 a (31 HV Pfl OR: W/ 1/2" O.D. I %16"' TH:ck SHALL BE USED FOR DIRECT MOUNT INSTALLATION SHEET 1 t ���il�*���Ij: - �;SSE�tBLY LAYOUT.• WI4tE)f3Vlt )BLADEAETA'ft S FO-MAP&OWIE VURCeE fvt 4 yt}fi 4tc "., asu ch+ Rs.:T kt 1Si+".OL°rpLK St"s 1?t >cht tf3;8+ 4,fM;<! 4.�&6 �kt•. Pttsv�..65<lktlua" kJ'e,CYYb; 7iP.Lt;f Rti 9aH.,T-0� ttfl'C ` .?.t azFbs"�iM : X+'sV Mara• ,c t a- 7 ci3r: _ ,mid.,.: RklitF,3tb,t 1iiY[Y'7�ATk : 'xq�1. Ya.S+. .• _sHYr taa�. + -'>�A?,`, .!T.FCkFsi'4tA�'uS;�''�1L- W 7iSF"iia:'. �#�L S'Sd . �[42�Ep.#. �L-`'37 RpAI. • 1"I.r.7... ..-.. •, ... .. .. .. � ,�It�Pt{�EiUC. 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DESINC PRESSURE RATING FOR ,INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UMRED AS FOLLOWS: T- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND 5'-0.' SPAN, SEE iAOUNTRNG M@,ON SHEET 7. SEPARATION TO .GLASS SOHEQLJLE WIND ZONE: TvifNiMl ii ASTM E-1996 6EPAR46N 1 THRU 3 HCE. FtORDAR _:m�azn m�et>v tic. /17m To Arr€erCsan 'Shutter Sjisi® fSw: TiWj TES {NQ .& ;NGitiEERiNG COMPANY ASEOClgfloN, Ind. s �n NM gym. K ic. S, r hi' WCZNS FL=UA nlSt i><w�P �,xj 75- f SP rr,�; ; (305}87 t-153t 4265 '# i L!Q{1 N; five . e--p. 4•.rtAc:+rnri t# O FC!ii' avaGh, r`" CA^^OL:,e2t9 :Nf1„�T h 'LINE � G.E ' El , (I) L+: I.AxfmUTA ALLowAxE SPAN FCR A CPr.N POSITP& AS.D. DESIGN PRESSURE RATING. L-; MAX. ALLOWABLE SPAN FOR A-GNENf NERVE A.S.0, DESIGN PRESSURE RATIt (2) PROCEDUgf Tn DETfikMWE e4s JU4 SOM FOR VALL-, MOUtMNCS'(TPP/DMOR) OR FLOOR/get4NQ GNEN 'A POSieNE-A-&M DESIGN PRESSURERATING, DETERMINE MAXIMUM SPAN, L+' FROM SCHEDULE, " GIVEN A NEGATNE A.S.D. 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F:1.1- P01073-15Z ­� ,R A, TfWT p C, 'A SAA& American Shaffer Systims, Driw Vlest. P.Om 2ecch, :9, 53407 'Ac( 01. ail, LAWING No: 20--1 64 HEE-7 _L2 _--F :LU_j 3k lDIIti1A CQNR3T8,i5iDC4 ,.., " .1e011RfD CONCRETE .. '. ` EQ WALL SILL, Mc€i ?I0 V CE (!F#6 L(Q1 NTitxG QH fl aai ; a(Ipj}T¢iG s ,.. 3O 4D 60 75. BO 12O {aG2 - ^.JD7 # 7S 1 DD�i , 150 205 DU: 46 66 S 9kL"1i�1EQ 2W .:y,1' {4.:f2 i4 12 ir0 70 a 9,..1 8 Ski 'Am2 0 8 H: '. 1�T2 lO ti F 2 7 8 s B» 8 & (-B 14. 14 14 1 72" 12 10 1D t0 9[ 09 R 8 R 8. >e • Tn 5 t9R 4'- t2 U: 1D t0 9' 9�r"8 8 8 0 D" H- - p12 0 14 12; a0 • S 'H IS Bi a-.. 14 12 10 B H '. B '^�L1 14 t4 12 12 10.,IL t0 k'8 9 ,?<€9 45 7e i 8 EM -8 14 1Ti• 'F0: ( fl H8: H 8' 1�4 14: 72 12� 10 f0� V. `•s "S": ! $:: t>•'9 - ih .t4 r2 12- Io _._ to a . .. 9 9 s A? :4' _ 8 B '!6- Y�lS, 14 2 € td )(..12 L717 I,,: 4. 8'. 6•' a 3.5' 14�72 10 10 t 9'. 8 . 9. ,a` 43 I4"' 4 12 t2 iD. 0. :0• 9 7S S.;F 3a` /4 t2 "t0 €4 72 8 8.. Q SS 14121 .n . 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BUXOM (AWE, ire ® 3 kso- 1/4'0 x; Ile ALL FORS SCUD? SET ANCNOiS, AS O'TR;B M BY`ALL POINTS SCREW, SOLT * SPECULTY COMPAW (MIN Yo + 3 tkfS 1/4'0 BLUE :TAP- CONCRETE 940JM W/ CAP AS'WWWFACRAiED BY -ROPoDA FASromSi DffWm DIC- (Wf� 1°c + 2 la) 1/4'A TAPPER+' ANCHORS AS "WFACTURED: BY. DEWA Z INt, AND DWRIMM BC'AIL- POPM SLRiW. 80LT;8 SPECJAL./Y .COUPAHY OR ANY OTHER APPROVED: LICENSED OR AUTHORIZED VENDOR" REGISTERED WRH THE 'AWOCAN SHUTTER SMEMS ASSOdATW. RW. (MID. Cl: v 3 k1i) NOTES 0.1j MD AV71 Ek@1LDIR:hT TNTA; POUR�,COtSCRETE OF'TAPC'ON Cdt TAPCOH *rN - ... . AN!«'+tOR5 t5; t 3/,4'. ASTO po BLUE. TAP ip/ CAP NOW.ftN: SST //2', DEO THBE1DFdRfd. IECIi(DLOCY AyCNORS . TARTF,12+ A2) Mt WAW EMBEDWNT'OF 1/4"0 X 3/4' ALL POQM, SOLD -SET RNCNO.RS sfW BE 7/8' o; THE'POUIRED CORCRm NO EMBEDMENT INTO STUCCO 5RHALL BE PERMATED. t/4'P-20 S.S. MAWNE SCRW t7S£D %AL: BE t t/2' TANG WN11aiaA SHOULD :STUCCO DST, AND 1' tAOBMUM FOR W = WITH N0 STUCCO, A31 IN CASE. THAT PRECAST STONE. PRECAST"CONCRETE' PARED; PAVERS OR ANY VMMR' BE FOUND ON'THED05TINO`WALL OR RD= ANCHORS SHALL BE LONG ENOUGH TO REACH THE MANE STRUCTURE BEHINDSAID WALL RRSNE% A90MAM-WOLL BE AS iNOCOED ON. NOTES A:1) & A.2) AEON-- FOR INSTMIAT4xS ON V44A, S#HNG OR OF$ X" OR WN OUT METAL VMS CONSULT THIS ENGINEER, FOR BISTAtLAQ RiT'O En WITH METAL STUDS SEE .BELT 20. (S) TO Q SRN,+ CONCRETE" 81OCN, OSTM C-90) .- 1/4-0 TAPCON OR TAPCON' WITH AUMCED' THREAAFORM TECHNOLOGY A13CHORS, AS MANtWAC TWO BY LT.W: 8UftrAx 1/4'e 3/4' Pit POWS SOLO -SEE ANCHORS, AS-DLSTR�LTEO BY ALL POINTS SCRE04' BOLT U-SPECVS,TY COMPANY. - 1/4'A BLUE TAP CONCREFE ANCHORS W/ CAP AS MANUFACTURM BY 130;rt FASTENERS DITIECT, Pik` 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY OWALT.' INC.. AND DISRMU TED BY Aft PO1NT5 SCREW. BOLT & SPECtAUY CE3MPAt8Y Ot ANY OTHER APPROVED OCENSED OR AWHORNZ£(> 1TNCOR P£GISTEM WITH THE. AMERICAN ShIRTER SYSTEMS AS.SWAMON, mr- NOTFS: D,1) MDR" FJE9Tiri ENT LT W WNCRETE 6LCf2( OF 1A7lCJZL BLUE TAP W/ CAP Ah'L't M AND TAF"FU+ AtiWlRS IS'1 1/4° AND WletiN WITH AOYANOEU T,H READFORM TECHNOLOGY ANLi:OPS IS 1'.. B.2) MLWMUM EMBEDMENT OF Ile* A 3/4' AL POTITS SOLD -SET ANCHORS SHALL BE ENTIRH.Y EMBEDDED 1NT0 TFi£ CONCRETE O.DC1C NO F!& MD!T @NFO StUC<.A .SH41L BE POWTrED. 1/4' A• «0 S.S... MA -Tit SCREW USED SHALL BE I Ile um 4OSMUM S1t0ULD S UccO EtkSf, AND. 1' MWWUM T17R. WALES 'AI N NO STUCCO. _ B.3): IN tAsk FrtAT PRECAST STONE. PRECAST CO7.'CRETE' PAh`ss^ PAYERS OR ANY VE'N£FR BE mom ON THE :DaSDNC WALL OR P-WOR° ANCHORS W4XL BE LONG 040WH 70 REACH THE MAIN STRUCTURE B£t8N7 SAW WAE.L. FINSHF.S. AWNO€{AOE 4WG.i, BE AS tNWATED ON NOTES B.1) k B2) ABOVE MR' INSTAtLTTtONS ON VINYL SONG OR EIFS WITH OR 1V:TNOU1 METAL. SAMS "CONSULT IRIS EtN, XEM FOR FLSTA1tRT1ON WTO El-3 WITH METAL STUDS SEE SAM.7 2D. - . (C). 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