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Home My WebLink AboutProduct Approvala M1, SCIS Site Map Links • SCIS.Hom e; tg to Us., Registration 'Hot Topics Submit Surcharge ,Stats a Facts Con�tact Us Search i Product Apprbti il, ic ti .USEFCpubtser -gi10 144 R"a 46pMyd meno Product of ApPiRmfen Search > AP Application Detail 'Application Revision Code ,Verst qn ppr9ye'. Com�ments - Archived Product,Manufacturer Authcirizedl Signature technicalRep'resenta I tive• AddressiPhcrie/email Quality; Assurance. rance. Representative 'Address/Phone/Email: Category, , I . Subca, e g oCy Compliance Method FILE COPY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC �lz�� zo Z- o I Z_ American Shutter Systems Association, Inc. 4208 Westroads Drivi _e West'Palm Beach,'FL 33407 "2 )209-8263 bf6eley@L-asternm'6t6l.com Bill Feeley, Jr6drigueziiiieaster n meta l.com ShijttL-rs' Accordion Evol.witioln Repqrt,from a Florida 'Registered- Architect or a Licensed Florida Professicinal,Engiheer Evaluaition'Repo.ft = Hardcopy.Received ,.Florida,Engineer or Architect Name tijho developed the, Walter A.. Tillit, Jr. P.E. 'Evaluation Report fFlbnda License. 0&44167, Quality'Assurance Entity National Accreditation and Management Institute quality,Asstirance Contract ExpirationDate 12/31/2022 Validated By John Hent' Karnprinann Jr: Val idation'Cht - ��ardqqpy R e . , g. C i1s, e!: ived Certificate of Indeperiden¢e Referenced Stainda.-rd and Year.(of Standard) jtqtiivalence',o�VProd.qct Standards :Certified:13y; 'Sections.frohl'thetode' .EWndard ASTM, E-1886 ASTH E- 1906, -ASTM E7330 TAS 201, 202, 201, Year 2012 2012 2002 1994 Pindila Approval Mk6cl ; -- j '. . bate Submitted 'Pfiti Pehdinj. FBC Approval JDato.'Approy.ed Method i Option D tl1/06?2020 14106/2620 12115/2020. FL# I Model; NUMAer qr Name 30 9A bertha HV'Accordion Shutter - Blade 3,,-.,(N oh.!HVkzj - DrW9 40:465 Limit4,of,Use -Approved jf&r,usei1n HVI4 No Approved iol use outside HVH7.,,Yes ImpaaAesistailit: Ylit, Other: Missile Level "D"Max,span is, 1Z'-S` for 40. psf ad and'13'=00 for 15 psf. negative ASO load the: window blade,S'-21 tor,110 psf ASO load'for window,blad4.and W-11" for 62°Osf, 9'.1 1"for je,:WftvindoW blade W6rkjri 4 in-uriisorr.Max.so.an v/,q wifi'doW blade foe itistallatibirs-10to Metal - )04lor-m ax".ASD'pre!sUrd 4tirib'oi. 472; -72-afid I, §ee sheeii, for 6iher spans and'�SD aluminum interlocking blades retained.by tracks (top m) for storm orotedion Installaffliq Iniftru- ' �,196n Ctibirlig ,FL-389 II'DRWING -AS5A BLADE3.Od Verified By: Americari lest Lab of South Florida, Inc. .treatett6y Mdependentthird Party: Yes EvalWitiori'Reports: 'FL369, RVY AE :PER A A -AD EMpA ,Created, by Independent Third Party: Yes Bertha'WAtcordlon Shutter -Blade, I Only :(Non Pr4vg 26-164 Extru.ded aluminum interlocking blades retained by tracks (top and bottom,)r it 0 7' ii iitfoh 6' storm ro e -Umiftfbf Installation Instructions A'pprcived for• tj .No : Appincilvidd for,.u!�e bititside JIVHZ. lYe s FL389-k1d'll QJKWING. ABSA QLADE'l. Verifled'B -1,Americari.Tpst Lab of SoUth'I'lorld . a, Inc. 'Im,pact Resistant, Yes; Created'by'Indepenclent Third Party: Yes '-di6r;'Laigei,mi tvilituathin: Re'lI i3rts missile Ile level' DV. Max -Span Is liY-O' for SO p sJ f089 R10,AE PER ASSA •BLADE p n6gitivie,Asb load'depencling on. cenidirmaies'Zind locking rod, -Cr6ated4Zy'Indep6ndjht Third'PaltV.,Yes -configuration fo'r the.HVI blade; W-O" for +64,-t P.s..k A! 'load fbi-14V, blidelfor Keyst;6ne mountings V�Oe p.sJ. for metals •studir - �odtitipgs,and V-0" for lio p.s.f. for HVIA-working In, unison. tee sheets 7j 11 and 20 retpectivelyd. Installation drawings for dtherspans and pressures; i-ohtact U 1; '261 Qjalr' Stone Rood, 'rallahpjsee P6239; Phon6-'115O-447-1924 'The Stable 6f,flliridwYdon AA/5Eq employ6r, ggp 3 I5tAte 0616r4l;"! Privacy Statement Accqs%ibjl&._qtateMo.nt ". Refund statamont Under flirlds fatv,,amall addresses are public kicordt. If,'jbu do not. Want your e-rntll addresslireteased In response to a public-ritords requoft, do not send electronic mail,to thls;,6tJij.Instiid,- contact the offic+ by p - tione or by laaditiiinai. all" Ifyou,hove any.queltloni, please cuntact 859.40.1395. "Pursuant to Section 455:275(l), rMAda Statutes, effectiveCictotier I, 2o12,'kenseoilkensqd 4hdei Chapter 455, F.S. must Provide the Departmiint withan email addriii; if they halk one, 'The ernalls .,PWIded may be used for officlil rominurIlcailch With thlil-licenist. hoWevervinait addresies are public re6rd. If yo6. do not wish to supply 6 personal address, please prvvldditheDq'P,. ifit 'e't)NIth-an emalladdresi Which PIP. e public. Toldeterniloo if you-aro 01consee under Ch&ptir 45S, PS., p!ease cli'ckh "r. ProdlictAppraval.A"6. GENERA!_ NOTES• 1. BERTHA H.V. ATxORDOii SHUTTER SYSTEM SFOWN ON THIS PRODUCT EVALUATION tlOCUMQfT (ALTO.) HAS BEEN VFfiF1ED FUR COEPLWHCE. IN ACCORDANCE WITH THE 2O2D (/fh EDIIION)OF THE FLORIDABUILDING COOL THIS ACCORWOt! .SHIiIIER- SYSTEM SHALL NOT BE UISTALL.ED AT HIGH VELOCIV HURRICANE ZONES. DESIGN MD LOADS SHALL BE DETDiWNED AS PER SECTION 1020 OF THE.. ABOVE ME MONED CODE, FOR. A BASIC WIND SPEED RmNNED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED VM A D'.RECBOfi IM FACTOR KQ-OA% USING ASIDE 7-116 AND SHAII NOT EXCEED THE MAXIMUM, (A:S.D.) DESIGN! PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDfSON, ULTIMATE DESIGN WINO. LOADS DEIERLINED PER A= 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MJLTPI.NNG, THEM BY 0.8 IN ORDER TO OOMPH-- THESE W/ MAX. (A:S.D) DESIGN.. PRESSURE PATt= WH CATED. ON SHEETS 11 T14RU 15..19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PLO- AS TESTED, FYM NOT OVER STRESSED. A 33 R INCREASE 8N ALLOWABLE£ STRESS FOR 141N0 LOADS WAS.= USED IN THEIR ANALYSIS. HOWEVER. A WOAD DURATION FACTOR CO-1.60 WAS USED FOR VERTICATON OF.FASTENFRS IN WOOD. BERTHA H.V. ACCORMON .SWTTER SYSTEM'S ADEQUACY FOR WOO AND' LARGE MISSILE 1BIPACT LOAD HAS BEEN VFTSFD Rd ACCORDANCE WITH SECTION IWkl.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV SADE (D #021441-03. /0715.01-03, d1004.01-03. 01214,01-AS: 80317.02-0BN JOSMA1-10 AND. IWIO.01-11 AS PER TAS-201, TAS-202 AM TAS-•203. PROTOCOLS AND ASTM E-1886 AND E-I986 STANDARDS (MLSSILE LEVEL D. WIND ZONES 1.. 2 & 3) & 812Z0.01-10 AS PER TAS201, 203 & 203 PROTOCOLS LARGE MISSILE. . -HV WINDOW BADE 9 V305.01-03.AS PER AMU E-Ieefi AND E-1946 (OSSRE LEVEL 0, WIND ZONES 1, 2. 3) BA= PROTECTION ONLY AND IT 0725.01-6n AS PER TAS 202 PROTOCOL 2. HV ELADEO AND HN WINDOW BICE 8 ARE ENGINEERED TO WORK N UP85DN WITH EACH OTHER UNDER THE GENERAL LWIIADONS AND CONDITIONS OF USE RNTACv-ED ON SHEET 19 3. BERTHA N.V. ACCOMCH PLUS (NV SCITiMS), USED P AT SLAVES KNUCKLE A40 FOR URECT' MOUNT OONNECTION TO, TRACKS SHALL BE /144275',AND $74x1.75• RESPECTIVELY, 410-HT MINIMUM SERIES E STAINFSS STEEL SCREWS WISH 135.E k3l YO STRENGTH AGO 180 W TENSILE SIRENG H.'PINS SHALL BECOATEDWITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATIIIO.AFPUCATOMh REGSTERED WITH AMERICAN WWrER S=016 ASSOCIATION. PUNS -MUST BEAR THE HV MASKING ON THEIR N&AD. 4. ALL ALUMINUM ExTRUSI0N5 SHALL. BE II,UM!NLDA.ASSOCUOON ALLOY AND TEMPER AS INDICATED ON SHEETS 2. AND 3, MINIMUM YIELD STRENGTH FOR. 6063-TB ALLOY IS 30.0 IOU- AND 35.7 kei FOR 6005-T5 %LDY, ALL ALUMINUM EXTRUSIONS 1N CONTACT WITH OGW1AR MATERVIS SHALL COMPLY WITH SECTION II-8 OF THE 2015 ALUMWUM DESON UANLUL, 5. ALL SCTNEWS 10 bE- STAINLM STEEL 3(9 OR d18 ATS1 M'O n OR CORROSTWN RESMANT OOATED CARBON SIM AS PER TIN SOO18 WITH. 50 ;-1 MIL Y&9.D V W R Amb GO ksI MIN. TEHSRE sTI11TIGTH. AND STW1 COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4, 6. BOLTS TO BE ASTM A-307 CALVAA72ED STEEL OR ASG 304 OR 316 SERIES STAMENS STEEL WITH 35 Fsf MMMUM YIELD STRENGTH. 7. SEE THE FOLLMNO SHEETS MR ANCHOR SPECIF,CATIONS: Hd SLADE Q a 12,13.14.15 ASO 20 HV BLADE Q & Q .VX MW IN UNKONN 1% 13 & 15 8. THIS BERM HY, ACCQRDLON SHUTTER SYSTEM SEARS A U.S, PATENT /6'779,S8L COMPORENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART' 13Y U.S. PATENT f5458,179 ISSUED TO EASTERN METAL SUPPLY. ANC, 9. IT SHALL BE THE RE --ONIS t V OF THE CO.NTRAC70R TO VEAM THE SOUNDNESS OF THAT STRiTCH15RE WHGEI;E SHUTTER-'M To fi£ATT#490 NS_CIVOM, PROPER ANCHORAGE, LOHTRaC1,OH 'fC SW)CALU, . .ALL WJITER COMPONENT EDGES WHICH REMNH. THRU FASTENING IN CONTINUOUS CoNrAOT 1W1TH THE BUILDING "TO FREVEFNT� WND./Amc [NSRtlSR,HL- -' 10. EACH UNIT MUST BEAR PUWANENT EASEL IN A VISIBLE PLACE WITH WARNDNG NoTE.I UHIG:FERtOO$ 61 H'WRRCAHE WA.RMOS.r .'uC,07T4ER. `�TE7!NT1 OR OTHERS. MUST PRRP,ET2Y'CCOS'G GENTEF"TES AND ENGAGE OR LOCK ALL WAND. HD LACKS 11. SHUNTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT .ACCORO!DN SNCJT±ER L4 ACCDIt6ANGE rrtTH, SECII3N 1709.4,3, OF FLORIDA BUILDING .A.DDE f .:LABE3., STLAtl EIS FOR EVERY OPWJa L68EUNG TO LOWLY WITH SECTION 1701" OF THE FLOOA. TSI:L = CoDE.,- � - , - •. , 12.PERMIT 6 APPLIED W. BERTHA HV, ACCORDION SHUTTER SYSTEM'S NSTALLATION SHALL COLq'LY WITH $PECS� INOINAiW Ito P fSvO AvTlr;G PWS;ptIT BUiLL'tyl`f's AND ,i.DN_NG;i CULATIGNS PROVIDED-6F; THE JURt.d;lCT1CN W};FH7 ,; , .. 13. (a) THIS P:E.D, PREPARED BY THIS ENGINEER IS OE Wda AM DOES NOT . � . PROYI7£ fNFORMA'iK)sl A.3)T@;'9iCI:C PkD:iFkt;:I,u.. WHERE THE. SRE':CONIXITONS DEVIATE FRC(F.THE P:EA... (b) CONTRACTOR TO' Be RESPONSIBLE FOR THE SELECTION, PURCHASE A14D tNwALLAnot( R+'CLU9 lU LIFE SAFETY' OF �afiS. PfS70(iDT,` BASED ON Wd.'P.Eb., PROVIDED HE/SHE' DES 46T.OI WAT> TTEON- � ",THIS �nnil}f�('�C7 SBA!}. dNCY ' BE USEQ TO THE CON01716H^a DETAI.ED, ON THIS DOCUMENT. CONSTRUCTION SAFLTY AT SITE IS ME ;WNTRACTOR'S Rl3P0NSi81(dTY; derAli1.� , PERM" 5 . I STATE kF ,F ... 0 A . OF CONTENTS LTC KAL 1NOH3 SHUT 1 smrEM COMPONENTS. 1-20 SHEET z SYSTEM COMPONENTS 24-37 SHEET 3 TYPICAL SHUTTER' ASOASLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: W BLADE O AND FIV WINDOW BLADE Q TYPICAL SHMER ELEVATION & NOTES ON LOCKS- SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/SLDCK SHEET 6' INSTALLATON DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS NY SHEET 8 CENNRMATE ALTERNATSNO DETAILS W SHEET 9 (e) THIS RED: WILL BE CCNSIDiRED. INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECITC PROJECTS SHALL 6E PREPARED 6Y A AMIDA REGISTERED ENGINEER"OWARCHftcT WHc8-'ydL' E.tIfE gR9RPiiX"0� +EN;pRo (EO.RJ FOR THE PRilW& AND WAD ATLL k . RESPONSIBLE TOR. ITS PROPER USE OF THE P.EA, ENGINEER OF RECORB, ACTING AS.A DEtECATEO£NGNEER,TD E P. RWEV. CD, ENd.NEER; MALLMALLSURMIF`TO THIS LATTER THE SIT@ $AEC+FTC C11Ail1t)Fi: HT.1.1 (c) ORNiDNAS. F.E.D. S1ULL BEAT? THE GATE AND ORTGI'31 SEAL AND StCNATURE OF fTfE !?RC!•k5S'O.,Wti ENt3NEEtl. GF Rr..tcRO. Tm'r, PRERAnD• TTn ANC aa 1-0 1,,\GEN /� ' NO. 44.137T1113T TF a IESTIN6 "& ENGINEERING COMPANY yr !!S5 ,t,T_`. 1E1A. $i 3HF3:XM GVwFNS, h(ARII. 1J paas)aTi 1D STATE %�C% • F[dc�`2 • Fc (aIs)s7,_Gsa1 a �.'A y S rt ()){(t `s/dA1G!.. .T .�' �� ay\"" FAQ I.CA;Ti ARP%ifA, F":. OC^leLobaa.ecm WFLiLT A R. lR dr, P.E Yflx+d.A'iir. _t 44i87 EHD CONNECTION DETAILS 1-6, CONCRETE,/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHAM 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAIN M-R. WOOD SHEET 16 INSTALLATON DETAIL S-X. WOOD SHEET 17 END CONNECTttkt DETALS 7-12 & X, WOOD SHEET 18 AREA. 3t HV IdNDOW: BLADE. &,2N y. 7YPii1;Ak $tIUTj-cREiiVATIGIi� ;S17E£T. }S. :AREA. d-:tfi1',�l1lUD(SVJ�BLdt)E`C1�Y'QNt:Y. 1NSTA1(.iT10N: DETAE-5. METAL SU7"WALLS' :-, SH 7.20 ��t�tl1T •AmeGican ShufieTi� Sysferiis l�ssracicOlOaa ItiC. 4268 } C6EJUi ()S fSY£Xd 6Witst `pbfrn E 00ci1 FL 3340 16 I �t� Y gq •, e UL�D ( D ItV'iE ' 31HU UlV1YERAt FIOATER�^ � �av l3oNtit . us >' (Ett( sasses avALfREo OR US= W ,'.oirnrai a'ioR U$E Wt LN eLxnE 1� ; HV diRECT''k10or�T "v LAM I / k 'MACE=' _ 8pft5 i5 +tL1AY. AIgA '(CMPF.(Z QLZAUFIW FUR v5�E::W,,( Hy fiQ6 3 Tb �ktLOY AkF3 TEMRER 'S MITATLOt S CF LS1. E Oa BL9F1E' ®C EET t9 c463 S OY E t tE}aPE ` 6 OUk-LvFIE3 kOj� cass� Ao aPoHV WA BFd101VaR14Y A n 4nautrodE;v1 t'iR/ACttY R USte�r- HLV'TFRECENOCPH QWJUSTER.AYli�vR H <: TEE LADE ?aNtr HV RAINGUARD sonsTa Ac€ar a R - s . PEIt' "* YA 6 : - .•� ^}, fiE363-*8 ztuof dli FEpP- QtAVIEI FOR. F �.;- QQ41 V CEILWO HE.ADE N 43,"HD GE)IdWG HEAbi Rf._ fIEO Fp£t„USE ^ Vq HV.' WmE ((ijj aFFtY: 9UAL!FtEI3 FDA t3SE' "tltl BLADE It IINLY ;:: , tN _ ' SECTIONS FOR: VAtl6it'Y- * ..:.. Sd83-2Cr A4l _ AND' TEltPE - Gt1�S€.fPFME , F R FAR _V 8 4 # HD; W�iL t'►E=40ER tc(�a gUAt�FIfT},f1ti USE W,I HV e60IT6 ?L:GpY AND 'TEM�ER. .............. L, r_ r QUAbREa =ar uts , ALt1W11U1�S S5i3s•a18L4C!«CJ D,UALin C 1iSE yFf ifi1 ,.. ,806S-T6 it !Wp (E1dHLfi': - �CONP°tlEtt` A 12 1. Cd$NER R8ST8 � ' QI,A W)ED, FOR USE wj 10'. Hur,caiie. Zone, F`IWO uJt 4 $ rr rt. « # c an m U rwt tea: 441 ttv ett �+/� ttv6xL.y3f� � aaoE A STATED" .. `'?t� PLO TESt(N4 d. ENGINMR'NG COMPisNYz , K sE� m vas waa°.:wv ' ar Fhrot Ainsdonn Shut#er Sysfems) : Asaoalallon;; Inc.. a?68' Wes i. OnvS' wawee� ae `ela , o� t�=fog/s�zax€ 7lzom r; p 3, f iiFIAyIT G'Tia I Q F� �GRtJ i {..aslst+= sss re.: {s1sn 7 3e .-mo.• s.e Ci+o we @ paLtn CP6CA,' pi z347 ,�ss� 0 .a V'i S� Sl^PikiUl7E` 17AIE t �... rx vr.16 if^�mA Li,- p <ies - g- I� _ � •Tsai ', i HY CENTERMATE v6. HIED FOE:A% iiV;BtRQE'1 4;, EY" �2j} :'j6ALLDY•;AN0.7Et°fPER� 'QUALIFIED FOR."USE'W/'HV'BLADL 'I & 1 ONLY 6063-T6 ALLOYAND TEMPER z 67a ,�1766 922 ' °rn N ? M ✓'tom 4. ^.'' I1 .. 4 Hlu`i , FRC-*iF EtEt'i'tQ4 (� " HV MALE a s 7f LOCKER POR "TLQ CENTERMATE QUALIFIED FOR USE W/ HV BLADE t t ONLY 6063-T6 ALLOY AND TEMPER ,OUAUFIED FDR-USE V / flv--8lAQE t ONUY' e068 T,5 ALLOY AND i'EMPER, - i _+0"�, '��•' j 0.+•'ftD. �� f1RlSF/dF:J Cei. Gd'7OLan F [GEMS YQJM"•r t , i owfs,tnxiorii:sz�s cttamm 3 t n acts taumoc tammu out[c) NV LOGK �t HY 1;GRESS LOCK s6z3' ..._� „ Qt1SWF1fD 'QUALIFIED. FOR USE W/ Hv RER CENTE .BiAi?F(F�, de .Yd - BLADE 1D* 0 ONLY. il3F)CII M, 'USE W/ HV BLADE T' OKYl. I-b vD .. E06S•-ifi%klLOY AND TEMPER S 18, ! t ` ' t . .�..h �` AFTER RrvETINc -x. � t�¢"$, 20 >! .3/V BEFORE cavenN* REVNUT* +�, .�5•...:THUMB�aCREW °..% ... . , :�^FIES (ram'ratTtrE9a (`%irtg x- Xwo, Lum Rm" n+w 77a 3xiii FSU'8♦ QAErT $ OBZQ_'tS, Ne1VRED BY •4?i "'tYtliHhh a'�,h+E'p�tY, !W Af*EY 07056R3 EQUAL ALTEt2NAT_ E LOCK. QUWUFW FOR USE 0I7AW11Eti Fq USE tV/ Fiv W/av:caD ui%rs aLAu�.t",rJLY 31 F1d CEtEiER NO LO i4G konHD Ci+�TERMAATE W{ LhCiCI1G Rbd� 1°� QtWMED FOR USE W/:'Hy, GLAD•ggt& A ' Q4AL) !E1) fDR USE Wf'kV 61ACiE, i Sc �A � � 6C63 T6 A Elk 6063 T8„ LL6Y-AM Eli - . �- ntxrS 1 rfH �, A E"`.•.,,,NO 'CENTER ' �E W W SLADE' 3 t4c < t%s wro as ai xfE e-t¢. � dL1 6�3f 7S 4uLLDY' �ND. leers nufvascaLws a rauuRr ( tseF 4U i t€j t ,� r LOCKING dD1si t, !� .trip,irlED SOB Lf.SE Yi/ ]if1�$Lr`jE!'1f .: g065 T6 ALLOY ARD•,lEfi1PER- ,.�•.ACEFAL"'-2{}•dlSl:4'�t?�L. •srn�' wvrccanRE.uauns� itxRstsEs;zua tioox icc L,;. 3 INSIALLAT(QI! i4LL I�U;RE' A 7/I6` OL= �i�� a $ . $jlrFllf E[L rOf; UcC 5V/ }AY 2 y]:Di H L4ED 'AT TRACKS .OR PRQFER. D1.iENT• OtiAUi'tED. FOR -USE W W 'BLADE ` QUALIFIED a0+c USE iY/` ri.V L.rhDE'. . 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RIVETS HV 1 3/4" ACCORDION PIN W/ 8 HEAD HV 2 3/4" ACCORDION PIN .W/ #8 HEAD POLYCARBONATE IMPACT RESISTANT HV WINDOW. *UXI --- — } a .. @ i. (1) HV PIN & _SMALL ALWAYS BE USED AT ALL EVIEPRlOP BOTTOM KNUCKLES. OF HV ACCORDION SYSTEM W/ HV 0 }`n HV (a BLADE: �` t xI �� El(iERtS9R: (2) FINt P'H ' MAY BE USED IN LIEU OF � AND ONLY ¢T tt �� !OR tTv > EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM AY"l iV - ep,y�e� a SA KAUc� BLADE WHEN CORRESPONDING TO INSTALLATION "It 5}.E&: vS (5CC dirt[ FOR, (3) HV PIN a@ OR @ Vil 1/2" O.D. 1/16" THHICK S5 '11ASFi SHALL BE USED FOR D RECT MOUNT INSTALLATION Port ,D T�f1 i• �� , � � j SHEET.' w .. RPM Y A OUT, ;4 Nv .BLADE SOLID FRY. WlhQ6W '6aQE DETA)LS... E K PO Yc1R MtgM SWRCES FOR 9=+c�ac. !xq'7n- ahrs mkt � nnaY ern ce:� k!": ' `JOT BU ' .caGvia '*TA icEzt. 59: v.?'!:;aF ; Ysr ' nb.t°?Il, -^c• ,'':k'3p !¢M Q>BCx y�3y. fA l�a2b ps:: f1t?i+'LFt. FII�'NkG' etrt5ti L':V'OT•ve+ 3YSi�kf tHX ]IIn�'�6' �� M!t"[ m6 C,aa 4Tb- 9- Fi fiLmabF F%,#Y-W}1. 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LOCKING SPECIFICATIONS SHALL BE AS' INDICATED ON MANDATORY CONDITION Q2 :NOTE #5. SHEET S. _ - t 1 EXCc'PT THAT MNCMUN SHUTTER SPAN 'L+` OR ' L-' .AND Ml'JtIMUM A.S.D.. DES;NG PRESSURE RATING FOR - .INSTALLATIONS INTO CONCRETE. OR CONCRETE BLACK 'SKALL BE UMMM AS FOLIDWS: Y- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.S.f. AND 8'-0' SPAN, SEE MOUNTING MOAN SKEET 7.: -SEPARATtQN- TQ`=GLASS :SGHEDUL.E WIND ZONE: MINIMUM ASTM E-1996 . _ SEPAF ATlClN, .' 1 THRU 3 n fLLrELtlJrt V cmo'Til.T=, INC. Am$ -*a Ao Ambriean Shuffor Systems. > 71Ltg PEMT1NQ-& ENGINEERING COMPANY Assoalatyk Ind, 8f'.N•. ` tP-nW Ati» CMLN% ILDRTA 3316 Pnci• {303j571-' F5c.9'(305)87t-1531 ''t�G+�T 14t' LE'Ra'.j9 Or7ve e-rtaF;: rtitemIICW.can I+6esf' p%tin d `aeh, "fi. 'S3gTTT — tA-fX`5GJ19 �IItSIr`t A.'THiiT Jr P.E (1) L+: MA18UUJA ALLOWASLE. SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING.. L-: MAX. ALLOWAME' SPAN FOR A GIVEN NEGATIVE A.SD DESIGN PRESSURE RATING '(2) PROCEDURE TO CETERMNE MAXOdU6+ "SPAN FOR WALL: MOUNTINGS (TOP/BOTTOM) OR .FLOOR/CEILING: GIVEN A POSUK-A-S.D, DESIGN PRESSURE RATING, DETERMINE MAMMUM SPAN t+' FROM 5CtlEt1ULE GIVER A. NEGATIVE A.S.D: DESIGN PRESSURE RATING; DETERMINE MAXIMUM SPAN 'L-' FROM SCi1E0ULE. rwi- IdA1GMUM ALLOWASL'E. SPAN IS , mu&. T0. SHE MINIM W DETERMINED SPAN: BEfiYEEN''L+' AND 'L-?. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMSIPMONS IN. 6ErlNMN WALL JVOUNTI'" W/ FLOOR/CERJNG MCUti11NGS: FOR A GNEM POSITNE A.S.O. DES.Y'.N PRESSURE RAltftC: DETERMINE Lt+- !Ala(. SPAN FOR 'VIAL!. MOLmax 1'TSTAdtAT',OHS, L2+- MAX. SPAN FOR FLOOR/CEIUNG'YGUNTING XiSTAt11C{lCMSa^.� FOR A CWE-N. NEGATIVE A-S.D, DESIGN PRESSURE. RATING: DETERMINE-" Li-w MAX. SPAR FOR WALL_ MODUNT`iNG IYSTALLATfO.YS. I:a-- I(AX. SPAN FOR FLOOR/GEEING MOU!7RNG.. INSIALLArms, FINAL MUNUM. ALLdWL.E SPAN IS EPeUA4. TLT THE MNDAtW nET'#M %W4 . -Ll+`. 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I s 6 4 Ity, 53 It HE Ts 10: .5 1. ANCHORS TO SLOSTRATC SHALL a,-- AS FOLLOWS: (A) TO awm POURED. commETE. (L4.. CO - 3 w) 1/4"0 TAPCOH OR TAPCW WITH AMVXED THREADIFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. BUILM. (tin. V., 3 Ito ,AhtHORS SPACM 1/4"0 x 3/4' ALL PANTS ANC,0K AS DSTFMUTFD BY ALL POINTS SCREW, BOLT * SPECIALTY COMPAW, (Mh 1* 3 W TAPCON OF? 4 BLUE TAP CONCRETE MlaiORS W1 CAP AS SIANUFACTUIRED BY FLORIDA FASTENtERS DM=. INC..(fin,f-C - 2 k1i) ileo TAPPER*.ANCHOAs As mmuFAcTuRm By onvLT, IMm, AND OMM"M By ALL Potts SCREW. BOLT & SPECIALTY CIPPANy OR ANY OTHER APPROVED LTENSED OR'AUTHORIZED VENDOR REGISTERED, MM THE AMERIW SHUNTER SMEMS ASSOMTW. W- (sal. re -a 3 W) POWs SOLID -SET NOTES: BLUE TAP W1 CAP A.I) VXMUM BIBEIXIENT OrTO PGURSO,CONCRIETE OF TAPMN CA TAPCON WITH ADVANCED THREADFORM TECIMLOGY ANCHORS AND TAPM+ ANCHORS ,1S.1 31e. RM FOR BLUE UP W/ CAP ANC'mCRS IS I f12". A,2) M*aWil EMBEDMENT OF 1/40 x 3/4' ALL PDX' IS SOUD-SET ANCHORS SHAL Re 7/8' DfID THE POURED CONCRETE. NO IDIBEDWENT INTO STUCCO "a BE PERIATTED, 1/4-0-20-SZr FAACHM'SCRM USED SHALL BE 1 1/2- LONG MMW SHOULD.MCCO OM, AND 1- "Jum FOR %ftm WITH NO sw=. MADE jq_C'l FIW 19 A.3) IN QXSE THAT PRECAST STONE PRECAST CONCRETE PANELS. FAMM OR ANY VENDER BE FOUND ON THIE DmwWAIL OR FLOOR, ANCHORS SHALL_ BE L014 ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES: ANWORACE.SHALL BE AS INDICATED ON AEOW- FOR INSTALLATONS ON VINA, SIDOIG CR, CIFS WITH OR WITHOUT METAL STUDS CCMt&T M VA"ANEER. FOR =LWOCIFS WITH NIETAL STUDS SEE PIEET 20. (a) TO EMS w CONCRETE" BLOCK: (AsTm C-0) 1/4-0 TAP= OR TAPCON WITH ADVA9= THREADFM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. guuv. 1/4"0 x 3/4* ALL POINTS SOUD-SET ANCHORS. AVOISTRISUTED BY ALL POINTS SCKW, BOLT & SPECIALTY COMPANY. 114.0 BLUE, TAP CONCRETE. ANCHORS W/ CAP AS lJAMWAZTVRCD BY FLOP'" FASTENERS CW-TT. M 1/4'0 TAPPER+ ANCHORS AS WMFAClURED BY DEWALT, INC- AND DISTIMIXE10 ef ALL POINTS SCREW. BOLT & SPECIALTY (OUIPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED MOOR REGISTERED WITH THE AW.MCM S14ITTER SYSTEMS ASSOMIM1. INC- NOTES.." &I) MMKIM EMSMUENT 040 GUNCREIZ. BLOCK YT 7N-CON, BLUE TAP W1 CAP AIH!Hk�- AIM TAPPLQ+ AK%0F6 IS 1 1/4' AND IAI,QH WITH ADVANCED THREdOFCRU TECHNOLOGY ANCHORS IS, 1. EL'-) M'HIMUM DRIED&MIT of 1/4"0 X 3/4' ALL POINTS SOUO-SET ANCHORS S'qt-. BE ENTRtELY EMBEDDED INTO THE CONCRETE MMC. NO DOMMIT' INTO STU4.-M SHALL BE MWMTED. 1/4- 0-20 S,S. MACME SCREW USED SML BE 1 1/2- LONG Wafum SImU Mx= D=, ANO I' UWALULI VCR WALLS VITH NO STUCCO. a.3) IN CASE vor omcAsT sToNe. PRECAST coham Pmim PAVERS OR ANY VENEER IRS FCUND ON THE EXISTNC %qL OR FLOOR. ANCHORS SHALL BE LOW IDNOWN TO REACH THE MAIN STRUCTURE BEHIND SAD WALL FINSHE.S. ANCHORAGE SHJUL BE AS WNCATED ON NOTES lk I ) & " AZGVF- FOR INSTALLATIONS ON Wft SONS OR M WITH OR WT140M WTAL STUDS CONSULT THIS EHMNEER. FOR OWAILAnON INTO EIPS 01714 METAL STUDS SEE SHUT 20. (P), AKHORS SHALL BE INSTALLED OF liiVtMVRS MAVUFA=K% mm='(s Rmxnmtsw- rvwRfC6QF& SCHEDULE BELOW FOR, MG,E A OAY,VUU ANCHOR SPACINGS AM VALlb. MR, MCC 6EL L 'p. U--.,)syst mr Maqw, Or4JULTIPLYNG SPACING :ZPOWH'Cff SCA WIrK.' Q4"4: LV'Ra i.�if N= Spk;'Z PplwLiC TOR bkl-lf ANCHOR Tr;cl FA'= ACTUAL OE MM TAPCON - THREAMRM'Twil"Dum, - I I I E.D.A SrhCA';a__r: MIN. 31r PO.FM:C== O=MSL(XX ROWD -CONCRETE. sum-m;:Fm� a patmis MNMIXW7 CONi.RtRL ED. CRETE EA, CONV= OLOC%' hm U. -3 in, CONCRETE IV% a.r� W.J., M, p I�k w M-1 Ig "-OX4'- 1) -1 .67 J& 0-51 ...... .. . ..... r'- .... ... . . . .......... .... 0.35 V.-020 Im �LTE �CO �c 0144 67 z�7:1 im TjujT "Trstwe & Mmmamr COMPANY STAT rF I. k* -ft- �i- sft. -.NW., �,ftA rAnEN% Wg..TA as F10R 2't. 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S3tE, h k3 1_1 Fa, tsQsyrt-71 ;UimA.tTrUT J+PC .......... In i.T., rWRiCA U , ( M107" d "�i. 11� si AmerTcaR 5hii}ttrr Systems JS3aQalatian. �tT4i-. 4263- h tr^.ctr7a t3riv;3. 'Went PoutBFachi F33?0?CA - V 2020 FA51:i'N METAL-S1,M' ,Y; INC . F3ERTWATAi Accordion Shutter ystem HY 6[hLE jJi tN/ CR 0 NY_:N1t. aIACE c: olswEua� IIAM VY,'UP ,':. ; CO 17-10T _ :j2/ 0A1E„ `,7J1 z020 1. I _ 6'k GlUY;t.v^G tt;6r A 43 t M"Ilij�:AS.D.'OESIGN PRESSURE- RATING (g.sJ.) AND CORRESP9N�jj : MA (�f�j A,fi( mk. SPACING (jn l ULE'FOR' A,' -GIVEN,MAX_'SHUT'TER SPAN. NEGOVE A.S.D. DESIGN .PRESSURE-RJITINC:°ANDiA, CDRRESPONDING _MOUW]NG'- YP7- - (SEE MOUNTINGS ON SHEETS 18 tr 17). SOUTHEPA§' PINE jNa: $ W/ M1N .G O �` SPRUCE PINE FIR NORTH _ SPRUCE PINE FIR SOUTH" .. t /�' kdiN. ,CDX Te - ° 2'N 66N: 5 'v f'RUCE PIN NORTH SPRUCE. PINE FIR SOUTH D6U6tAS flR W/ tAIN G=05O W/ MIN. G=0.43 MIN. W/ MIN. G=Q3Gs, PLy}VOGD�0 6 .p#jt lV/ MIN. G=0.43 W MIN. 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HY WINQQ � BLADE WORKING .rN LINISON* _ _ TdfS�E �tlN �4C1Y''9. 4-`ND7FS QN AtdCH6t25 cIiFAtJw&ENTS: wooD su9STRATM, .. s3iSUBSnWE SHALL cola Y DF M rvug411." f. A7BC7K7ftS TO Y1AU. ROCK OR SOW'�Yi6O1i STifFtL-51tAtL. A9 CtAtOWiS; 5001HEf7N PINE No 2 W/ C+0.65`W.4) - 1/4°s T44PM &KhM AS L'AfA,PAE'1�f17 s,f Li.V7. _ N/"ih7Yt:4tw EVBt94kl r As a aww Ai � '`�UGUs FIR w/ c-o36. [?i0b) . . EACH SWITCH ON SHEETS 16 & 17 r-196UCE P&Z RR NORTH Wj 0-6,043 LKW) EXCFPTIM Si NOTE 2: 71&3CAt - -_ - S-�:PRUCE PME FIR s0U7H'fii7'GwO.',di (NABS:): 2. Ai CKM TO FOLLOW =--4 SHOL, :fii AS' m ' G' 7ttIl iC IVPE-U, `fFM 17 AND SiWL CWSMrDF ;14M1 1/2' COX PLYWOOD 1t§66 APP), L:G SCR WS AS PER tOS .018 SFE3.1F?£41KXE- 41 fJ7CHOR6 SHAt.L BE R6T+LLED f &4L,vHO AL OF tT!£ FECvM$tfilNATtL ArB7'SPE iFMt.T40R4S`-,pF','.t ' ,AtLL`F;OB7'S WdBUFACIN7[it. - \tl}5}tH{IIB ��ld '[l �Accordion;Shutter `d, 4,a7 Mltfy(-W :STATE Aid tT�Ct - = �:02 nnb*. N+C. `h�--o, S6 81 i Am4dean Shutter Sy3t9ins ASSOtiCttint; IncA 4268 sVe vouds }Y i' pa! m BeGCfi>. ,•"L 334,0/ :9P 07.0 EAST F^! Us'TAI. SUPPLY PC, - BERTHA TM System ly. ba $T Y/ o Ity, �owMte �hvINEERING COMPANY oms, nomm 33I R V-, +3u 47i-15sp Ba.,: WC5)871-1537 4-r n L.Ac mcam t�i-6CsJfill9, 'WALTM A. VIL7 O. P.E FLORIDA i;4. i4ie7 ,V. H,4 ... pl rt 16N -, DaTF .-1>AxNN BY> Mz 1F , P :-\ -i ; OLD 17 YC7� /L-4 altE- T 2 D20 tL/`3!GNRtUftEjDA%E _..__._�__ SN15 0T 20 6 I I E OR aw+ _ gHV--WALL; HEADER INSTAL lkiom Yca c xI' sEPA�.ITfCii TO CLASS t 1�.�•. } WOOS. PLATE (5EE SCFt[W!EON SHEET 11) q RE00 \ F,d •;q dd �. o a Accs'!t.•cit;tz�N`�Cs}i�,ac>;A c�• - :aii •. § .�' TH LIAOF03dA �7ELrINI-d 1 Yg: GF`?Hs" (�`A ::iNTt?P1,YWtJgf}. :-,}, xfSo<xdz�N�Err, t3,:. t7ustz.iG; t =i Ai!N> ^�vv2 PlzYtirC�4 aiL�'i:;., r `I• '�•FLYWOO SA1N. 2'Si+ ST11 S'1'#' 46 i3.C.�lCY?i. G.! AFTACkEQ .-PLYW000 f0� 6E l.Y"A:3.?�3..TO STu'C4 PT, tP. 4iC': .k.,.0>t'wh WYiH SECTtL`F. 2,106 OF' 7f±EFP..t. FSC�i.°�'Y �3. ©HY WALL SILL ►HAjALLATiON ,a §l r � .XISTING: WOOD BUILDINGS'.�FORI - 1 HV Sc k HVf IfUDES. AS APPLICABLE 3HtITTER SPAN Li- :•OR L _ .:. FOR 4N$TAI.Wl*0wS INTO WOOD WITH HV BCAQE 1a'OIJLY cuart MITED TO 05. :D:=. ES G _RES E RATING, SEE SHE 1 X: 5P . DESIGN IN§U=ON WITH LADE 1Ia'11TAPCON 'Yl�PCt�N MiIN AUVXt+CEO 1hAF/tOf'GRIl ',fECHNOLOCY v - �„,�.,;.-,..,t.: i � +,� t � { WI I"i/2, (� t'EtG�AilGii CtG Tilt�tiD[U MFA To IX571N0 E 1Bi..�PMN(Orl � I _ OR 4 Yrosso ttltE at+ �Ei7 ts) } Yo.wss ( t .A. S.S. MACHINE SpFDy$,6 df Ja�F'J^'. . •i / ._ 6 t I - �5:.^y 6 11it.M:S §�.11/4'-70 NUTS' tom. itXi;•S�kZ`18`FQt� �. -CEO x: EXISRNC.MASSi [ #1E5Y%Se �Tk 1 _ ] 1 �.��"mil ✓" t om„ EtROU ! s `2'�ca' W00D r, ` �a � # � � i%4�n T/:PI:tiT1 bH`TAPCON iN"tt +a?VNJGED C frr�6Y.12 �Ai£:. y ;E 1 � 1 >#� �--+11iREA'a]i6Rta"YEC:1N04%1lSY K 1••fJY EXISTING ! Qx SEPARAT16 TO •4 15b. I '._4... t zI S �� - @ Pd751§taG waa(i k E.d TO CtlSS—� (SEE-SCfiF = ON. SHEET:TIt t ': t s §�m+�� ,.(a[s SC4tTDLrf � r!§Eii".f�. - Hv WALL HEAOEjI ItiSTAt i AYIaN �oMSTAUIAT a ! MIIt ExlmnGrt —(SEE:scuo.trti%- —(sIaEMa:pseCm4143 t)Y G � + FJAC d a/ass oa34 ss. } �ItE�ESvS ` �iE4k° t JM re + _ I i9AYE � u� �.� gl, ,�� i�a'q rF1tCOtt'oi ti'�'C�ih>'h h �.i7VAttCEp Ti Y' 5IP fli I 6r+'dRM'TEC1+NGt.[1GY W/ 1 if2' E s� J �• ...._ -3 � � xd CONT ��t �. � :51(n. PEN*7RAif�t OF FIt71EnQEiF fAl� £0 • � _: . � z 8 assrii. PtAiE r .3�, ..£kSi.ffNG WC0.0 h'F..16ERs tl-t; TP3rC0r l I -SE 'C. (RE50 - $ (SEE.SCi)ED12(F 17af Stet 1,.5 . 'SRFC6N P%t�Fl.:rY}a'N:CEC 1 SfF:Ep a FCR.4{PS'Ai. >< �. fs§ }. u 2 vt' t/2'. t£tt� ' 'ItiEfOFt it LfiNOLOGY SHIiTTER AS�EH9t WALL.; 5 a,C fdWf Pf 151[tOD REO 'IV Fi+ ) PE(PATION 9F 2 MOl7tSTiltS SEY crtr. LAN ?E '1vA;i FI€5tt^+ °fhREnOEL! MiEA' NT.O PLYW006 0 0 IAf#IfE9,Ha'A41't 0: nvcaa Ta• � . (s> z'erA% �sa:r ts7 sulr nsar Ih5£:slAi@GN. R�;j j F�,ijlLAj,�,,, SILL °(NS+rAt-►-�lT1Ul1 «ALAOr Trr � a!}, WAt : sIL( .INST Llilt(0N o sEE. ' iar Ns ' ' 01ACG'tE± 0A SHEZj .. - , . ' FLOft�A B1iQllild8.'COIIE hon, !NI�fY`:Veioolty IitiPncczr'a Zane . _ 'ird= 1411to "INC. _ - -- 'M 026'fASTERN� WM, SLPFLY" fd^ --- ERTHA.HVif& � Acp item ys Arrieiican Shuttec S ferns T[i.i.iT TES'i1tiG Qc CfiGINEEHING COMPANY - � ^ tv^Rrr °esermtfm°"' nAn" .t 0Rn'trp qrs ftt+ om 43i,:l kft % nDRW n1t; Iia30✓rfmfton, Ing.. -s.. OtD. 1 3: 707 ,/Z/mz a? 7 /tozo a CsusS$xl;tssa Fa : (sas)en-1s31 agog' Vtes`raads G£Tsv L e m 1 1 ar }Yes: Pdim 864C11. FL 3340; a I. t7f WtfIG Nc CA--0001'T14 .20' t 64 EAl.fSlsh�ItTtJ24/QAj� i _ 0r' 20 WALL FINISH - _-- SPAN A DESIGN LOAD FOR INSTALLA'iION= WITH BLAilE fi WORKIN.0 !N` UN ON T/40 TAPCON' OR r._., _ - ; En- EQ x MIN -- 7 ! IAPCON WITH ADVANCED TEE` m:% E%iSSi1NG s - „`�"�.. ; 7 THR&VDPoFiM TECHNOLOGY K40D bi�ve'aEOumm { / T } �,-EDGE. (IF• APPf1rJlffi.E) °`,•, I: i SfaUCIURhI AOENIA^Y,�� .. . i ._._.:.,. W 1 1/2' Mr< PeNETRATIDN i/ a OF THREADED AREA ro �f4 a-�141J 4" HEAD pQSDNG tl100D gEyy EIOSTINc WOOD HEADER. 1 tYttLGPS T�155 HEAD ro_TtE CERTIAED'BY +" , .y..._......,._ �" (SEE.SCNEOUtE ON SHEEP 15) REOtSTERED'E'NCNEER OR ;?� , '. , �.. : „=- WOOD N( tf4 20-M1TS ARCH TECT PRIOR ro EO - ""'s--'�---�' - TTRRUSM OR 4 , t . 19 EO��#i a::taY tip," s»urER INsrxuTroN`t aROTERau 4 g, ✓..... .Fw A k k� 1/4% TAPCON OR ADVANCEDt / .+ EXISTING SOFFtf' / % ce i w _ 257` THR ROFORM: TECtiNOLOCY'� „ ,,� +°�' 3/4 Hsi:; THK. 4ma. W( 1 1/2' big. PENETRATi�i - 4#*j7 Oh: THRIEW.D M&i TO S.4X3AI S /4 £8,. E4 .. - 1 l �ci/B� CONT. ALN, TUBE j # O iICNFL EwsTw. rmD fiEAT FIt#� i �. , — s CtasY� Ta utovi w/ {s£ SCHEDULE ON SHEET 19) ��'� e' o.c. r - t/ ora t3 or d ( i 1C OR *MUSSTo . r1 t 01^Q Dr 1�'S ; T _RAFTER T' LAC SCREWS AT NfADEP 6UOD `2.4' ! ..._L'1 k I a�, AfE6�ER: (2` Atin. NOUNk Sm,„•,•„„a,e_-_ M;N. SEPARATION TO GLASS F - 1 : ,; t� OPEN HOLE AT Eh.1""t i YfiDaijW/ a' Min. ., {SEE SCHEDULE ON.SHEET 11)"-' COSTING I D TO 4S - �j` PPE. f THRErW (R,{$5_...... .,.. 5/16'o J.0 SC14f s 33 VALIDARM FOR _ ! AT CENTER OF TO.if&. INSTALLATIONS WITH -72p:1 - y � F Y9t StT pik4! 4 R"" YAY R'uD. SPAN. LOAD AAt{t l�1 tiV WALL HEADER INSTALLAi�O�! p� wS n 9-0` SPAN. sF>s • w asEr Is.rn 1QOR l I au xm' wsTAt�Tto 1 Is aTL wvn - 11 rill EItO+D✓vX/�"♦ FOR WCGO'w/ Yai SP-:Qy�,. 1:SEE ul,W 4LfOR TY CAL %WnM ASSEWXY 4-4 a R S 47 iTR FIR OR Of O.SD A$ DCib)L. 2 2-4W:NIINC SECTIOYS CAN BE CcLwfw 'S 4y T ♦. FIR EQUAL, SOUTHERN F�})E tom. 2. W4NY.WAY la -SUIT ANY INSTALLATION., V CEILING iNSTAL.LA Q•N-... ' ,. ;; t OR ® OR EauAi. _:.._....... NG INSTAL TON CEI TO, km ,SUN. s PAruTaN TO aLAsa L n roTuwEmrTa iErAa+Taut 4 # OR {SEE SCHEDULE ON .SHEEr 11)'--'"' - { T ..'" 1 pa-Ii Rfi., •-- U�TSS T., IXISTNQ yN.„ # ''# "''' I S.R& CLASS—l' WOOD t 9 Se"aETrTS 0.T1;�R< 2 - (140 mis 2EOU(RED aY )} ffR _ 6ECtt YP.DDJ'R£D�a,W,sA., - _ . (ALL7WE➢7 § _ t a • FIM1?SN Al.Cfffr�£6). - ' t � 60-�� '- `tECCE 0f OCCK i" t Oi fW. ...�r.�-_-"""''_•...,«.. _ "S�. iDGG t • DECK :G". ,✓ �°0".: �•. N l r _ _ y ...-.a-• ', -, 3. _r.'"."'..(r?'PL.'CABLE t/4 6 TAPCON OR�a #in"u ''sRLSS EtF!2f ' tid.-%u" Ys,.• �t - _ ., a �.�.� 2`R4 COMB itaxON. W[Tii 'AWAtiCED �� SC�YSS �� : ;�...._..,.,..e,.,�--•-'."._�.d.�_,-.-,, t� ,a 1 ! -sa i'LATE i' '`: THP:.:ADfQRAe TECtiriOt.O TtI/ i/# -7O ;MiFT$• . _. .-. *T!«e'hf4aLtTCX !WRR!w^•rANT D... �° - T .4'0 rrt~;=ax r teTrrx,; ft{TH-rD✓.srGPD Tt1RESD"4ttA1- - OF , 'T/2 afifa: T'tNETiVTON 14" t7,C- ' % 2aia(li. - RNETg4T"ntiN tab !$p(.�L..._ OF THREADED AR'A TO .: TECN'8OCa4Y Wf S 1/2' 4f,n PQiEIfWfOh 71F-TL+R'rRDr"0 - - AREAL r6 EWOGO kEAOE#; (mow - - . L:s,3 _x'SRNO WOOD Hr�t®Ek. � Aai£h 70 £XtsTINc Itft3S?D.:.H:A^£R '.t'.�-,SCNlx12E..014%mv. 4 k. _. .. . ...� C! 15};,ram ., (sEE scHEanc o4 sH�e T,) .._. t , Er't, NTuk: u coP r 1 tiV..t�LtC DYER IEIS7itLLATION` V Y .WALL SILL INSTALLATION P.Vui ON sHETr Ta - . WJ FLOOR: INSTALLAiWli l•LVNLvl�i7V1LUUW C{}i)E (�O[T"„Iltti,.VeiT,TClry Nut'ncoTT;,�one;. �yy�{ 42C2a'•i.TECa ikC.L7ya"fER�Np.tQ��.i/(�Si1PPLY tra: BER -..� Vy: trf �iEC... A Qn.- U ys Ns:441 T. �>e Va" Itd��xvavm "aefean 5himar, 5 st9ms . it k `-' �-? TILLfj iEST7NG•dc Ft6gpEERfT#G T.Of(PANY Y eucwmnar eifE :oxAxN BY,'ALP CM ir.W:,ji3G sL s.. xs' -r sN- eoTcwssl AssOsiOtidril. the :: T DLT;: rr-Ta ._ /7/1102 CA .r/z zo20 425$- Weslrctid's Cris . 2 q�t% n .,tQfl�ia a Westi PaY-_Eleach�.'FL� 33407 s �i�/ F,�' - �..'• . �� .... :. WALTDr�kA TA-tfia±. pE. a g . 10© 1164 R r� �. fL')HE!41,,G. 44T8T - rbH1l4r 0HIM !�'. ST:A /5(CYAVRE/r3ATE P s SHEET 6 aF: 03 MPUCOMO Z� E>M= GI.ASS- MISS w �Mom rm� mSwI2 eta 4 z liwoisj 77 1 3(p) MU ff,7:v7—TfW HV- RLAQE OR WINDOW BLA bt ,jNT, MIN, W-00-D SIUb_!§:, 77 "I. Siml Im; E0. GDAMEC; ON DEUI hDA416 - toe:- 1. � fit 0 COMP 'y ems 4248 Wu,,Aibd;m, West Rohr Bece,4,',FL 3X4,Q7 PE ,SEAL/SICWTURVDATE WAZTW)L 19-Irr 14b (n Nv ITLAOE ACCORDI�i sHITFrr u sysrr uF MOMw x A O It :(oD T� [ lOF IPSE MR �D UNMON WITH FfV ViH[i80iV 8/1F]F 1A3 .... ` - - °•, . 1. um. Asa DESIGN RIDING' +110 11 p -A .. .. .. .. ...:... ._. ,v PRESSURE. � O i I 3. ALLOWED 1WIs1I41N5- A-0. 0 dt FI. ON -$ZMM 6, 7, AS WFee, AIR t YOUNnwGS K O T, V & III ON SHEETS Is, & 17. I t js ONLV CEMElUeATES 2 .... (BODI W( OR AHC /e].CBlt9 WOiI tz�.ED IN A SYNAEt. �2'DPP�('. IAY'.. 81 CASE OF' QC. LI��YYOODUTf t41 T B£ OtRt#p �Af.T: AT` OXIEFIOR ACCESS SIDE'OF TM. EA: END r 5.. KFW WkW* MADE itAi 'CNLY•ALLOW A kAXtflt61 OF "5'CPO*= 1 � f44.--• -. - < - - t ; (3'0 OLES) FOR @ OSR LADE AT SPACW4 SHOWN' ON S$W 4. y AHAX. s WTNDOWS d'`~ ," • .A i= E �� - (B).WN. CLEARANCE - .,.TOP'' -OR 807FOY EDGE OF FN WMOOFY8IADE® ALLOWED AT Hv •�' OF ANY 3•o W>tE. FORK SHALL 8E 12 WINDOW BLADE 5 Fl W) DOW FIRST OR LAX MADE COWNG OM MOM S AR= AT DW MAY Be W (D) HV-{{INDOw BLASE, f YUST BE USED ALTERNATE TO A. SAID W BLSM T IES SWLLI.� ALWAYB'SE IMMALLM AW4CENT TO A ZdW HV ?J` ! `. ` .� H:. BLADE 1 AT'EtfFffA SB`E. OF THM '.' SEE END 4 k i : ,i1F € i j (F) Poacmeowc W wimm t9 mL ac lt1DFAl6GD' :A . TA$4 FACE CONNECTION DETAILS ON SHEETS,(\ ` I $ I !'..' i : _ THE INTERIOR OF TNE-DPC�Brtc 3E9W PROTECTOD� W F� 6NSi BE '.'t0 & 18 TYP, H 8 t 3 ONLY INSTALLED AM LOCKED LOW, A W SSCMNO TOM. FROMM DY Ate.. '` FULL HEIGHT. •."./ : �. E INC, R . 9} e [ §gg�zr f e WE ANCHOR SPACM SC M= M 05M.AmoNs wo Joao FnvX ! P P r S �A t ' BUA.DIN��SIEBF Is• AS UMIED- Br SPAN Alm DEM04 LOAD .(SEE Nola ' • - k2 =?� ; 7. SFE ANCHOR SPACUiO SCkMLE FOR INSTAU.AMS fm POLR D- F: CONCRETE CR COtkRETE (R= WALL ON SNECTs 12 k f3-As. Luto Bt' SRYI SPAN AND DEC" (SEE NOW 1-& 2 ASOM i SEE PLAN FOR 11Re�iNd t0A:3 5iYiETiULC. Y'E� KSTN"�. {$48;'.. tX < rEDvtaEUENFs3 .D p } Y•O1""T1Y rOP h eaFTOFa . {w:'a {Inntae(6'('7too acRE r rdtsuw SESAcn'(bON tRs ctA55 - EXISTING cuss- Ei�EYAii0t1,. __ 25zEscPAla� To-. — -- �'!py C xR w/o.�(sE f;. TYPICAL :1: H1f BLADE WORKING IN . 11tJlSFlF! .YVITH HV "WINDOW: BLi4DE t1¢ SHUTER �`` i-ll Nigh YP.icctk HoF •leatze Zone rr •wto fmca I..ar 4 ZVLG iASTEF.N;N£TAL sL4'FR.Y, LNG,. - - ELQt�ABlll G ` :. sti . jGEty BERTMA - ��HVn'yi Aeordi�n ShutterS .iUM 1/ COX/ 0 � — ev stem v(t�oK.aao� �� TflCiT' TESTING �. fNGiM�EHtilO COfiPANY ` AffTe�CtiTi" S�IU�itsr' Sy'.a}B[Rs .�: 'o[st�FTmt TutC . aSAtnt Br:. sir SfAFep�'' ss EWs +� 'a1 l4asoa#attoh; Ih6 5 , an-1r= of- „•/ r 2/zazo :�Sa F' •, '~,ns r3D }ar,,:cw F!x :,(lOSj8T1-ISI+ .31 4268'`ke.,irra L's°N, z _ 'r tpRi6 4:... - e-mc7s lAte.eOoxwr - ' CELii"t1YG -r o- 'i.�t�'•.., ty.y7,� �t�st Paiin Benrit;. F� 3340Z s . 7�fi1AL �' aaL E7 A Tr uT k.fwj p �:S'4 $Er�l�SiaNPTiiRE/KALE.: - - - SHEET 6 19. OF 20 i ! 1f2Y DD3� iFCCK A, AM A-03 GRAII 4L& iihn 6-80 Gu.Y.'S7E� $j`aa Q$fi 1?A Sri#DS g ltb�6 f� 3faie.5=r/s�, a¢ss' r� wn � - Y3r s:;a a �.^ + bt i , r-{f�� : *,� � <� • fR'Xii' rise-V: SiEtil i11K:5C +Ci. CF �' O.C. 4 F, 11- - ASriS R=�3 WADE b tNn. FSD , w t2Y 9¢y1lx• sac stats+s DN �,rzei`uvc Ft+as+r f}0E#t3CF Ff"E �., AS l�(Y7l:A$� , ,,••,.� �', t' EXIST4#G GlASS � CG.sT ¢+.VSfFEi taat+c cuuae�-L, SAS k€P:lGkAtE i �cx.rua2ra fA. Fi¢D m siuDs _ xf (a)fct�t ; scsees mw 4la d 3a " giTDRFJ ; &. f%1E:4Gr rA� We 666 •&" 01", tt .� Ll fli -- iJJ 43b I rt h xf2A 6113 14 vA 6 O C #at., 0.gTH -853 GR..Di 9 L M c t T is, 0 r" MS' WALL k kbER �L INSTA , iuE'ks. SiVE55 AT t¢" O.0 +a n, i ,;� .,. . . E LEXWUMCt GLASS 6 I - 43a 436 43e _ i{k G At S W ��...� ,.I, : ' I.. •"• �. �. �-s.�rccrna::Arrece. errtc. HYA ua; CE�TE 'i` GE1;3E(�Al-tiMMATIQNS AND _G41JDMQNS dF.USE. i N `BE]¢rA r� Hv FJ 8(BpE ACfA D{t}N SNUi EFL= kt iA „= € 1• d�Ax VY-,DESIGN PRESSURE TINGc'i7 75 4 ff.; i FfAi a"F{SpmTER SPAN: 84" A L+3WJ "RdJJUNTiNG: MS ON ' is FxFiEE's 4 GNLY ENTERtfATE 21 W/ 24 Nj+ {.(a6k AR6 iYlili 21 Rftt3ANGEG A S k4ki•RICAI '0v'EP1 US€• (2), 3 (6" SONG, rflN#htSJM)vSr AiwJ�Y < IIGLYiA€r,.ARIOR OR Ihl[ER€0€ $LYESS aI[}E {iF CF3dTE4?MATE; REP • p00 4�k�Q iNAt ALUk€1 �111k1. SLEE1/E BG63 i5 AttOY SEPd?iiT m l( GLASSSCHEDULE ��„�"��t f4"PS•-7ifit3` .BOLT =r AtUPE:VET�A�E 1' � iw 73 1 /4*-20r, -,WtFJ DS r bLALK UtIPJL I4VF IS ALSO VAI.#mIt FOR D31t f4"s� UN�fkUGTION �1 4TE APPUCAMN .wrrH r"6i-cl) , PRODUCTS FAB!,MK Wt1 basr¢rr F-aa?tic SckL�sa 3!0§ i .... , _ 4E'r tP; iiDTTOA� � , -t —. .. •.m• .. } I O1a GN.V.,Ismu. TF?AC,IS. cm'vim , _ W es_ jjFASIAI A ¢93 GRAM 40 V-. C M 7� 4-1 . _ . .t c4'lI1"it=rFlVTit•i� . 1 :,e ": .. _, tl . 4[ ... 4e. !' Cf,?i44id'.,aif ' MIMMUM ° SEPARATION TO GLASS d 4" t.c,e,,, �,„,S•,cR..,�+''t:.F I €r T=alaR a �> C4). a q z{, t� AT' 12 s VIEW < _ ? M E GftNNEGT€aN Tci TRAVW. K'_EiEiAIL HVF C R.0ft w Owai it "g; IT, Sterac€. tfur{acvrra'-lone, - aaexW s+i'rEea.. - ' , ... �+36iif EkS3iFp MEUa. s�z atr;•irar. .,. ---�., Eli i'��u, . t .1 C �I -. y ,Kv,Accordion Shutter � ;ztiem TILLti- TEsrlgd &'. ENGINEE(2ING C6ti6; y AmericanShuNeC-5yrStt'lms ay: s ¢:scttinrtmr ➢kit:•, wvwK sf.' .V:a MIJ tik lul: St., S+o„'y0i s«em'iu ts>:rgm a.Darm i316 A33oda icm, Inc. , .I ,CLD,'17_iQ7 : c LkTc^ 7%zl2020 ` priys� (13 a}ar h�!r�TO Fex... f.¢5jsz)-TF,}; 4268 e*.A ca&n Dive s. : rtrtn, u-az Was*' pwmr Berth.; FL 33407 a G Al rP G' A#sa' nDa�: i c 44r6T s-SHEET..