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HomeMy WebLinkAboutPRODUCT APPROVAL11/mo15 Florida Building Code Online i� • 4 1 •1 4 Flodda D"" menid BCLS Home Lag In I User Reglstaten Hot Topic Busines ��, , Professi real L U%Publiicc Usseer Regulation C Submlt Surcharge I Stats a Facts I Publications FBC Staff BCIS Site Map I Links Search Product Appmval Menu > Product or Applicebon Search > Application Ust SCANNED BY St. Lucie County Search Criteria Refine Search Code Version 2014 FL 389 Application Type roduct Manufacturer ALL 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 - Aooiications 'FL# Time Manufacturer Validated By Status FI389-R8 Re Ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory: Accordion ....... .r ..�r� ww�•=�� yr morn. Juan sae reweave. ono mono. try on. roc .never the Commisu.n it necessary. Contact Us :: 1940 North Monme Street. Tallal,assee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Flodda :: Pdvacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public recants. 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, ccntact Me office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address If they have one. The emails provided may be used for official communlwtlon with the licensee. However emall addresses are public mcord. If you do not wish to supply a personal address, please provide the Department with an emall 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: ® ® WR CreditArFHE httpsJtfwidabuildng.orgtpr/Pr_ppp IsLaspx try EEO 1:4 R2 _�e1 ig I. 6ERRA H.V. AEON SNUTRR SYSRLI SHOWN ON TG PR0011CI EVAILATON oONiD1B (P£D. 1U5 BEEN VERdIEO FOR W WNANCE W KODFICA NCE MIN THE M14 (so, EDRON) of THE naaa4 1TDODNG CODE TIC ACCORDION SHUTTER SYSTEM DIAL LOT BE OSTAlID AT IMyI VFLOOIY ZONES. OCSG R WIND LOTUS SHALL BE DETERMINED AS PON SECTION 1020 OF THE ABOVE YEIRONED CODE. FOR A BASIC WM SPEED REWIRED W THE JUNCTION MERE 51AmEIt WILL. BE INSTALLED MTN A OPtECRO1UllIT FACTOR Kd-O.M Lusts ASCE 7-10 AHO 9441 NOT EYtEm THE WWYw CAMO.) DESIGN PR65URE RATINGS OVOICATED ON SNEEPs 11 THRU 15. 19 & 20. W ORDER TO VERITY THE ABWE CONDITION. ULTIMATE DESIGN WINO LOWS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO. ASD. DESIGN WORD LOADS BY MUURWNG THEY BY Bo IN olmat TO WWARE THESE W/ YAx (ASD) DEszN PRESSURE RAYNG5 INDICTED ON sHEETs ti THRU IS. 19 & W. IN ORDER TO vERI Y THAT COMPONENTS AND ANCHORS ON T16 PJED, AS TESTED. WERE NOT OVER SIRES®, A 33I INCREASE W HLOWAM& STRESS FOR HIND LOADS WAS IM HSm W TER ANAL.TSS RONSIM A WIND DURADDIN FACTOR 00-1.60 WAS USED FOR VEW6ICTON OF FASTENERS IN WOOD, SOMA R.V. ALWIApN SHUTTER SYSTENTS ADEQUACY FOR WINO AND LARGE MISSILE IWACT LEAD HAS BEM VERETED W ACCORDWCE WREN SECTION 16a9.12 W 711E ABWE YDNT1gID. C'COE AS PER AM REPORTS.• -HY 6EADI 1021KOI-03. /071501-03. 1100441-05. /ILI4.01-A4. 10317.02-06. /0509.01-10 AND'(021GD1-IT. As PEA TAS-2W, TAS-202 AND T5-203 PROTOCOLS AND AST, E-1BB8 AND E-HODS WAND OUSSO.E IL4b 0. WIND ZOWED I. 2 A 3) & /t220.01-IO A4 PER TAs W1. =3 & Z03 PROIOCOLS.IA9GE E659IE. -W WN(MY ELIDE ® /0505.01-03 M PER ASi11 E-tWG AND E-1e96 (MSSGE LEVEL 0. WIND ZGMB 1. 2.3) BASIC MNTECIpN MY AND / oTxLOI-66 As PER TAT 202 flMTOLOL 2 ITV BIIDE�. A!O 11V MIIOOW ®TIDE ® ARE ETNDNEEWD ro rwlR W 1R60N MTR FACN OMER UEmFF NINE GBNO+K IWIAEIS ANO aatOIDORs Oi USE PREATn ON 91EET 19 3. OERINA RV ACCORDION PINS (NV SCREWS). USED AT MALES 1WUCOE AND FOR D ECF MOM CgWECDCN To TRACIfS SIWL BE 114aM' AND,141.76' 1ESPECLNElx 410-M MORMUM SERIES COATING A PSPIIUCkTORS* RR5OAISTEAfED35WI'HHd AM EERIC VN SHUTTER HUfTER H5U1SITEM EN TFNSALWSTRIDNS MUST NBSER THE BE COALED W11H BFADIA NV IMLA91IEro W4TNG SriIE)I M MWUFACNMD BY PPPRrtIPD NV W10{NG ON 11EER MAD. A. ALL NUMHW EKTRHISMS SHNL BE. ALUMINUM ASSOCITION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.-YRWUY YIELD STRENGTH FOR 6063-70 ALLOY IS NLG I AND 357 HW-FOR e00 -75 ALLOY. 5. ALL �1EY6 ro RE STA66ES5 SRO.1O4 OR 318 N9' BETELS (R COPR09ON RFSSTANT COAIFD TJRBON SHED. AS PER aN SODIS WITH sow MDT. TE3D SiA<TIGM AHD 90 trl YIR TENSILE STRONCIIL AND SHALL. COMPLY W/ FILCO D4 BURRING CODE SECTION 2411.1T.4. L BOLTS To BE ASTW A-= OYVAOZED STEEL. OR AID 304 OR 316 SERIES STANUM SHED. WRAF W W MNIDNW YIELD STREAM 7. SEE THE FOUDI&NG SHEETS FOR ANCHOR sPEONCTM: W BLAINE ID: 1213.14.15 AND 20 W BLADE () & O WORANG IN UNISON: 12 13 A 15 & THIS tETRNA KV. ACCORDION SMURE1t SYSTEM GEARS A.US PARENT jWM.SB2 COMPWENIS OF TRS APPWTA.AL A GIYhPID. W MINE IOA W PMF By (I5. PATENT, JW4Sa,/7919TEp TO EASIfRN MEEK SUPR.Y. INC. 9. R STALL BE THE RESPONSUELITIV OF THE CONTRACTOR M VERIFY THE SOUwDNESS 1S THE SLRMCNRE MERE 9NTTE12 6 To BE ATOCIIED To INSURE PROPER ANLHOP.YLE. LONIRACIOR TO sEV/D M ALL SHUTTER COMPONENT EDGES WHICH RDYW. TH9U FASiD@G IN RTNRNRAO115 CONTACT' WITH THE GUNJUNG M flE,EN T IYPED/PAN I,RDS,GH 1E EACH INS MUST BEM PERMANENT LANE. IN A VLS®.E IP ALE WITH WARNING NOTE• WR➢1O PERIODS OF HUMMANE WARNINGS NONE OWNER TENAT. GR OnOM Ytl$T PROPERLY G,,,, ALL W AIR ND tENIERMIFS AND CNAF£ OR LOCK ALL NV AND HO LOOS. 11. SHUTTER YANIEACRRENS LAB4 SIWL BE LOCATED ON A PEVDS V9BLE LOFAWN AT ACCORDION SIN UTTER GI ACCORDANCE WITH SECTION 17f 0.53 O Melok BUILDING CDO2 ONE IAEtE1 SHALL. BE PIACEN FOR EVERY OFIDONG. IABOAR TU COMPLY WITH SECTOR 1710.52W 11o: FLORIN 9Rmm GORE M GERGIA MV. ACCORDION SHUTTER SYSTEMS INSTAIATON SHALL COMPLY WITH SP95 INDICATED N THIS CRAWW P ANY WRONG AND ZONB16 REGUUlO16 PROYDm BY THE JtR®ICRGN INHERE PERMIT IS APPLIED TO. 13. (I) THIS P.ED. PREPARED BY THIS ENGINEER IS GENERD AND DOES NOT NOWLE IROINAION YOUR A SIE SPECIFIC PROECA L. MORE THE SITE COHORIONS DEVOTE rRC1R THE P.FO. (B) CONTRACTOR TO SE RESPOORT E FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING WE SAFETY OF Test PRODUCT. EASED ON THIS P". PROVIDED Hff/9E DOES NOT DEVICE FROM THE CONORpNS DETAILED ON THIS I10(061IXL MHHTRIRibX SAFETY A SITE 5 THE CONTRKTdtS RESPONSIBILITY. (c) THIS PZEL MILL BE CONSIDERED ENALD V ALTERED BY ANY METHS. d 511E 9ECIFIC P1t0fEpI5 SCOW. BE PRFPARD BF A AORRM RECRERFD FNpN�t OR AAGNRECT WMGH MILL BECOME iNE fN&XFDt OF REOORO (CO.R.I CLAD THE PAMCT AND WHO W9L BE FOR THE "PROPER USIE OF THE PLED. ENGINEER OF RECORD. ACTOO AS A OOECATEU ENGINEER To THE P.E.D. ENGINEER SHALL SUBMIT 10 RGi LATTER THE SUE SPEC M DRAWINGS FOR.. REVIEW. (e) ORIGINAL. PLED. SHALL REAT THE DUE AND ORIGINAL, SEAL AID 9EIA4ME OF THC ream SWAM ENGINEER of RucaPO THAT PREPARED R. IL WECO,,,G. TIWT TESEING BY ENGINEERING COMPANY NS1 xR l60. Y: Wa R M1140M W W4 HYmE.iT'. PAme : (=Gi6E1-I330 . RA: (3(IS)671-11Jf e is BNeaeeam.� ED 6o65no MLIIq A RITE A. P£ FtDUDY Ua /N191 TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM fOMPONEIOS 1-20 SHEET 2 SYSmE COYPoNEMS 21-SA SKEET 1 TYPICAL. SHUTTER ASSONSLY 36-44 SHEET 4 TYPICAL WINDOW BLADE & WWOOW DETA. AREA . W BLADE 6) AND HV WINDOW BLADE (ja (WHERE A17PUG Fl TYPICAL SHUTTER ELEVATION & NIGHTS ON LOCKS SHEET 5 WTTALATON. DEMOS A-F, CONCRM/BIDE( SHEET 6 INSTALLATON O Aas; C-Y. COTICREIE/BLDDK SHEET 7 CENfiRHWE DEEMS W SKEET B CENTOOIATE ALTERNATING DETAILS W SHEET 6 ENO CONNECTION DETAILS 1-6. CONfRETE/FAOCK SHEET 1';:.. MAOMUY .SPAN TARES SHEET it ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET E2 ANCHOR SOfEDULE- CONCRETE & BTDCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCH ODUIE- WOOD SHEET is INVA 1E014 DETARS M-R. WOOD SMET is INSTALLATION DEEMS S-)L WOOD SHEET 17 ENO CORRECTION DETAILS 7-12 & X. WOW AREA T• HV WINDOW BLADE f11A SHEET 18 ON Y TYPICAL- SHUTTER ELEVATION AREA 4: NV WINDOW BLADE hi ONLY SHEET 19 INSTALLATION OETALS. METAL STUD WALLS SHEET M THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American ShuMar Systams Association, Inca 4268 Westroods Drive West Palm Beach. FL 33407 RV. MADE p1 W/ CR W/O IfV. M1 AWING No 15=085 US PATENT 0 9NS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER W/ f.an' $ eeJ' 8 670 1.888' I1 HV CEILING HEADER FIED FOR USE W/ ETV BLADE t ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER 1�6 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADEd M63-76 ALLAY AND TEMPER OUW.IFlEO 3�HV UNNERSAL FLOATER -FOR USE W/ HV DIADEO 6006-T3 ALLOY ANO 1[MPCR TEMPER " HV HEAD/ER/SILL (1� QUALFlE 6 FOR USE LOWY ANO BLADEA`�ONLY ALUMINUM ANGLES QUAUFIED FO$ USE W/HV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER ©HV WALK —OVER TRACK OUPLFIED FOR Ug'E W/ HV BLADE (N1 6063-T6 ALLOY TEMP •1 193D' BTO ]S ' 1© HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE iQ SEE SECTIONS FOR VALIDITY. 6063-TG ALLOY AND TEMPER �MMfSJ(T A B Ti 12 Ma 1/6' 1/e' 2' V Mr 0A92' 0.192' /® 2.5' Y• MMf. Q100' 0.190' 2' W MV 0.139' 0.131' IL E C O ENC. TLLIT TESTND It ENGINEERING COMPANY » M,t SaA sL.-Sa. 3a1, v0.@r.L046p4 n+mL aii Pbnn s (96)erl-IAO.. Fa.: TJ05)Qrl-i531 YANFR A TLLI Jr. PE fIDItM 1 .4I67 600-TS 994' tl 125:J .szo O HY TRENCH TRACK QUALIFIED FOR USE W/ NV BLADEQ ONLY. 5063-T6 ALLOY AND TEMPER E Y t 2' 2' 0.125' Y 3' 0.090' CORNER POSTS UALIFIEU FOR USE W/ HV 1 BLADE 6063-TG ALLOY AND TEMPER A.S.S.A. American ShuNer Systems Association, Inc. 4268 Weslroads Drive West POIm Beach, FL 33407 USE W/ AND TEMPER 1� HV RAINGUARD QUALIFIED FOR USE W/ Iry 6063-16 � 1 TEMPER Hurricone uPPLY, we Accordion Shutter KV. BLADE yi W/ CR W/O KV. WK AWING No 15-085 DOJ Ilug AA ♦ .� 2© HV CENTERMATE FED FOR .USE W/ RY BLADED& 63-T6 ALLOY AND TEMPER OUACIfUED FOR USE W/ IN BLADE I & ONLY 6063-T6 ALLDY AND TEMPER sR`_4 .' 1 ant I PLAN N FRONT E EYA304 LOCKER FOR "T" LOCK CENTERMATE QUAUFlm FOR USE W/ IW BLADE 1OONLY 606S-T6 ALLOY AND TEMPER ® LOCKING ROD( OUALIFlED FOR USE W/ HV BLADE 1Q 6063-76 ALLOY AND TEMPER 4INSTALLATION WILL REQUIRE A TAW D9i • 9] 2� HV MALE "T" LOC QUALIFIED 6063�T6�ALLEOWY/ANO TE"P�FAE 1 ONLY M 6063-T6 ALLOY AND TEMPER sxse HV 8"A-16 AI OOAUFlED fOR USE W/ NV OIADE 1 ONLY 6063-76 ALLOY ANP TEMPER If un nc QUALIFIED e3 R AUSE W1 O V BLADE i & To =T/2- .cam ........ .._ .......... QUALIFED FOR USE W/ HV BLADE IQ IL ECOIN�. TILLR TESRNO IT ENGINEERING COMPANY f5! YL ]FT SL.Ft A\ M.raG eMlE. tlsaM D soar.: po3kTl-13so . r : (sos>QTI-I•rJl IGP »�tNIItLL 6(a.�Dm eNim vumD n s sa3�" BT6' '1 r m t its BN4 rnvmD1. (CASs RAW • O) (OfnE (aaaKt ulm) PtAim) • ® NY LOCK ® HV EGRESS LOCK QUALIFIED R / HV QUAUFlED��)R USE W/ NV ONLY. DIAOE (1)& ® ONLY. 9p' W. PUSIIC IIFM Lsw N0.D Mai RhEiWG 1/4"p-20 x 3/4" BEi'CltEI6YETNG S.S. THUMBSCREW 1/$'6-20 RIVNI-'- *m� aw. AWrnaar fzm�-n R+aq luxe �weci.. - si¢r nvrslRr, eARr I ram. a MW1HCIl11® IR AYaD. aEraW IEYIINy PN3VRIY. 14W AI6LY Dios, aR Eau+L W ALTERNATIVE_4QCK QUALIFlED FOR USE QUALW EO FOg USE W/FN BLADE(j)ONLY. BLADEv1 ONLY.W/ NV a Oa -\-TN,.!RWF MMDEA OR D619• M,. llR)ATNR:F In DR 13 A EY CYUHVER I. YaR ® HD LOCK BY MEW HAROWARE MORNSE LOM SERIES MM HOOK BOLT LOCK. QUAUnED FOR USE W/ HV BLADE 10& A.S.S.A. American ShuRer Systems AeetTalatt0a, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 M Accordion Shutter System NV. BADE 01 W/ QR,W/0 NK WNvx BLADE No SHUTTER ASSEMBLY SCHEDULE FOR HV HV 10 H0 BLADE 1 HV BLADE to ® NV LONG RECESSED NYLON BUSHNO ® w SHORT RECESSED NYLON BUSHING ® W NYLON HAT WASHER ® HV WHEEL CARRIAGE ASI 302-303 SERIES 0.876'x3/16' THICK NYLON WHEEL 0.188'0 ASI 302 SERIES S.S. RIMS ® HV 1 3/4' ACCORDION PIN W/ 88 HEAD ® HV 2 3/4' ACCORDION PIN W/ g8 HEAD ® POLYCARBONATE IMPACT RESISTANT W WINDOW �L �'' � -.1.11 If4.1 wi L-,I:l tl.l awe '1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 30TTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR N ® BLADE. (2) NV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKIFS OF HV ACCORDION SYSTEM W/ HV 1D roazr• BLADE WHEN CORRESPONDING TO INSTALLATION 'It', SHEET 7. `as;— (3) HV PIN ® OR ® W/ 1/2' O.D. 1/16' THICK S.S. WASHER TR O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET EXTERIOR 1r �. ro eIAOE 1 NY MNpOM saes 'PoPExw 7ms• Y NAl10DE AR2M1 (LIp) DETWEEN R '!le' Nw. Hr ]M1�eOe' r2 .aers•. ]sso• eIAaE ss. s/a �,._. ovLNu+cs � TS00 a I/4 nF2R R�Kfn+ KTS. (DOR 0 � � ! 1 ITo 9rE I OOR ! j ( ) ® ill EXTERIOR NY MN®OR©AT cEXnIMaaEa9R BLADE'S KNUVQZ (SEE "M r Ton REOUIREUENTSI BLADE INNOVATIVE PLASTIC M HV BLADE SOLID & IA HV WINDOW BLADE DETAILS N.T.S. IL ECOuRa. *� TBLIT TCSTING k ENGINEERING COMPANY eau xa a Sw eI, = VRG,0 E+Am¢ n N (MwI-1= . Fen : M)M-ISTI s-imY ml,mOml mn a& TUIIT 1C11]EA A IILLR 44.4 PL . ._.� Flaltel Ue. /ale] 8]5• asa• 1�,„,"'a acn .aszs• POLYCARBONATE IMPACT RESISTANT HV WNOOW GAYER NAICROLON 3103 POLYCARBONATE RESINS, lN—STA61L2ED GRADE OR SABIC LEXAN 101 RESIN SEE NOTE 'F' ON SHEET 19 . POLYCNEBONATE SOURCES FOR mrM nNmn6 wnlraxa mwm Ie9u �v v¢re 0aN aro mrI aua bM' nw n/w' K fFl9[ YFIn 31RMI:1 ISM een Mm w+ exr v+: N%Vii e1NIL91 N IkN ASfY G1W :2d1 PLL IxIN R.a ]tdR ,mA�E A9Y nrol N4m1 w+ Nn[o1 wl ,D,e women am +sn Rae RN eLU Ie rt-e! .129 n n-n/ eul Wl WIK Wa 0.R R mRPE AM1tY [6D ; -I . 9f EMId IM DIM .. ♦ W Y D aroma Rt61ASmDNR1/ad A9Y aU M w+ . wl fe60f siim mmc.rmfmc an as .1 Pu seen P.l. AmS.S.Nr American Shutter Systems Association, Inc 4268 Westroods Drive West Palm Beach, FL 33407 KY. BLADE 01 W/ OR Hurricane LAWING N. 15-085 R��.,g,.,E. p,..p. ��6E 6P oioiR3io�NA foi©i©�a I_.7_����ttT��ITf_f11�t7_f'1• n ,? I �I fl I I I y I I 0 0 0 0 0 m' c 0 0 0 0 .O.`- a - TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. IL WAD S.S ITS. LOCARON OF LOCK, SMALL BE AS UP CEN¢awTEs D TYA n MAY ALSO BE USED AT STACIONG POSRWN (NON HURRICANE POSITION) 4. ONE NV LOCK ® ®51WL 8E USED AT WRNETi C SPAN AND QSTMUT®IONB AT ANY OR OBOEATTACKED LOOT, AT rolK1ITOY SHALL O �IOG/LION ldi LDIX 1 BE�V .FLAT E ORD N�TIPM/,L SHUTTER ElEVAWRO�N MAXIMUM SHLTIER SPAN SIAL BE DETFRMMED AS PER SCHEDULES SHOWN ON SHEEF 12. MSTAMATWNS AT ANY ELEVATION. ALTERWTE LOCK W MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 114'o-20x3/4' SS THUMDscRw TO ® OR ® CENIFRMATES SNAIL BE MADE W/ 1/4b-20x3/4- ALUM. RNMTT AS SNOIM ON SECTION WE, SHEET B. ONE LOCK SHNL BE USED AT 1/2 OF SNUmR SPAR OR TWO LOCXS AT 1/3 OF SHUTTER SPAN. 6. ONE w LOCK ®e Q w ® SNAIL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BTLDPI 1 2 OF SHUTTER SPAN FOR SPANS UP TO W, AND FOR INSTALLATIONS AT ANY ELEVATION.. WLOCC ® er ® or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® oC ® SYMMETRICAL CENTINATEB W/ (2) 1/4--M x 1/2- LONG FLAT HEAD SS. NS. LOCATION OF LOOK SHAM. DE AS WDICATED ON TYFIGL SHUTIEN ELEVATION. USE OF LOCKING NODS ® W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. .'1. Al 1 .E .11.: AL.. WMCRUT MAXIMUM wT AMC x *AM P�LALOCKS r :ONE VAT R. ATE 10 LOCK yLH K@ M' M UEU OF My LOCOS OR FOR ANf SPAN AND P15TAW1101S ATBA�NY ELEVATION. ALIEWIATE HD LOCK ®wT BE USED D INclUMES MINMR=w INSAS AN MIDE OR ERT MSHOWN ON sarvaLFu HOBS-L AND TOC-MC, SHHFET OBLOCK NAY BE I µNSTULEO AT MOSFAN OR 12A MAWYUM Bass OR ABOVE MDSPAR. USE OF LOCKING RODS ® Is cGU LEIELY OPROHAL IL ECOINa. TILUT TESTING d ENGINEERING COMPANY Wes w! JBM. R A. xn4 vNM WID6 rtIIJfl\ 0 A. : f1p1)N1-1!]/ . Foa , (.161AtII-iss1 m oa Lff19 VLRR A fi1R 8. fUNOA Liu./ 41V A.S.SmA. American Shutter Systems Association, Inc. 4268 Westrosds Drive West Polm Beach. FL 33407 AP 2015 DSIERN KiAL SUPP Y. M. BERTHA My Accordion Shutter Sy KV. FAUX i1 W/ LA W/0 KV. WINDOW B / C. E CONCiMtE 0 IV -- , MLNII NA O O��� i M..Nm.Q©a.12 EIE! 4 -- ", 1p'e�1on/4' SS /1' sS PIIIWD 18 SCREWS a�MNa WCOM: SCILLW$ OiIE IhK1�P5 0- I. 1/4--M Na1S-e :1P' a.0 (SEE SCHEIJUL9 ON W/ 1/4•10 MIN a f2- a.G (S1E SCHEDULE ON SNEC 13) W. MIND C SNfFT 13) OLI( &SOR CONCRETE ASKX QD HV WALL SILL INSTASiCEI LLATION /N01016RDIFLIVIRID L E OF HV WALL SILL INSTALLATION ICI Gs LONORIE aocN 1141 K(XA"E Q HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ ft1R MMN. 51iUliEN • E O. - EOae OISTMICE (SEE avECOVATIONSONN SHEET 13) ' Oj°[�j g1 EE i9 roN �HV BLADE IEC110.NS ONO FIE C06VOR) SOR MET W51ANAi1CR. IL E C O tn�. TNLIT TESTING a ENGINEERING COMPANY xW. sss. st sen!m, tsm (m)flllaw. rm : (xis)al+-ivl m-0ma11a Ak= A DIL1 Ir. r3: 1101>a G OF "I" Arai'■a7■A■ AmertconShutter Systems„m 4268 WesYroads Orive West Patin Beach. FL 33407 Accordion Shutter Systl KV.-MADE #1 W/ OR W/O HV. WNEI N BEAD! asFA KI.eai 13/ma.: No Nolm� a I a SHEET ANCHORS NA.E OR Mw 13) OR ©' 0C9 I W I fg� Ism °®m (0 NV CEIUNG INSTALLATION t NIX ON NEAR sO tr O. ANCHORS WlL ON 13) 5T J fW NFID Gomm NNQIQh FA (YE Stl0 W1UlE ON SxRf It) 1 .TRENCH INSTALLATION wD ONLY FOR UP TO +TO. -76 PSF AS.D. DESIGN PRESSURE RATING @ M SPANS PER SCNEOUIE A MEET ,1 TEE srnEvs a 9- c.c GO 1/re-zo s.s. Y.s. _r___ cGNcR ANCHa6 1 - {N,J/� ED.S _! 9• o- C. _ _ I: �• 1/47 u<,. •- / •. ° 1r u :: . (9DE Sa °N d . SHEET It 1d1(pemRYM1i •-� —_ d1�L__�i 17 a 18 1/2• -0• (.l•O 2YPl. ` •' IN. SDS , �YW.: j :• +: �J {qRD f4N6tI[ 1 Y 3' 1 Y/8 J SPPLIC381E—CONCItEIE MUAO((] SEE N 13 0 9- GC NOTE •! y:.'t.:•• zz PGURFD COFEtffIE OIDCN 51E14) (SEE.SCNEIXRE ON ON (EO CONT]ElE Ei ON SIRE 1x>) •.:•:.•'. 0°"01AL RECORDED QK HV WALL FLOOR INSTALLATION - RE)nE © NALC—OVER IILSTAl1ATI0N KEYSTONE MOUNTING INSTALLATION """"°"`SO' ®°i°''-" p6 waw s,m1R miw Cd ftEWNFD Q HV RAINGUARD INSTALLATION t mE tTN6 RSUUAmN s ui rE NOT AN Of • E 0. . EDGE OT'VlIGE Rf]IOJI.WEWIEN PFAfaNfD ��`°"G�"IX4FL 1HOR ENITANCE � INSTALLATION DETAILS W/ HV BLADE ;�GR�T4�,�=� SECDOm w TO °EuunoN.NED fl.OHDA BWU CODE Non High Velocity HYrricone Zone IN ,wr° Sun' rNs ® n15 FASTM WAL s Y, IM `��.,``��¢P.711(j�✓�� BERTHA H w ' ' � L E C O ASS A Accordion Shutter System ,NG. RV. aenE gT w/ w wy Nv, WN)OW BAOE *i 4L/-/�J�c *@ American ShuRer ma SYehT �°�m�, an oRoa.or- x,. 1 OtD 11-192 </O ,S °aG !/13/i5 _ •'• OF TLLIT TESTING d L7)GFNEERMG. COMPANY AgaOOIONap, IDG. JIATE .-{ sas xw. SB Rsx]m.,,��GVWR.Raoarv,- vnw„ i (x3>ezf-ISIO.Fm : (Sc3)rn-13]I 4266 WPatrocde Drive x DFi1WING NO ............' \@ '%.. av�� 3 �- on.�o<u.ma West Polm Beach, Ft azao� 15-085 °°"�S I..... m-GOG�T,a "ifn1°1.=n:1'�°"`, 3 SHEET -- -- _ 1aa _ «,� '�a a,4 u.lainlV;. as .J :.IagF E # ux lart a rm xv lop® . Y IrtaC rn 9aIT S 9C69W NAYCMIL 4P q{OIf W6L {Wq a1WY 11i119A1. PIRA � t!•T. X418KaFm eI IN6 aEbe' VY6P9fr'. W E116Y p LGW. i aN.CoSU«'CQN1111f. .XO.Il9 p 96.0. u au u oeftaes.X namo axXO)aoX Iwo-mo, oe;aam p nm s¢i m ¢ ussa 1vX ne a 06I6aA1aYa 4ali K 9 1 H Mi ' p i our 1/4" 0-20 X 1 1/2" S.S.M.S. W/ 7/8"0 X 3/32' WIIIGNUT. t ©O NV "T" LOCK (OUTSIDE) 9LTQ We' VVZENS, IL EC01 k • ¢�a�OF *? T1R tTESTING k ENGINEERING COMPANY TATE _ r� S f� Xt. lar. a u. am. vamaa cvmo¢ I F. : (wt)e'!t-10,-fuf E�a} Xun nw 00t. ve P.E. S ° 19AERE/DATE _ I Vol110111 kyj r .1 1M om! • yc SYMMETRICAL RD CENTERMATES SYMMETRICAL 1 1 • MATES W1 ft LOCK (EXTERIOR) W/ a LOCK (INTERIOR) A.S.S.A. Amertean Shutter Systems Assoetattan. Inc. 4268 Westroaas Drive West Palm Beach, PL 3 07 t� �aR9 p LLVi 1®®� W ®IfOS p.pQl a tt UeN54 /W 1W0[(j mY•a)M96 vIC M.LL O.RIrWL9.M1eCtOM alul o4Q ZING CODE Non High Velocity Hurricane Zc a MIS TA5IERN NETAE SIAn.Y, m BERTHA HVTM Accordion Shutter Syster HV. MADE #1 W/ tR W/O NV. VANDCW HARE oacrmfwl nrt oplX or: ux. f OID 11-182 I/a IS oue 4/13/13 s DRAWING No 15-085 0 1 sus 6' O.C. OR _z= GLASS nm,/s- sa,s. O,V O.C. OR -o SUNG GLASS OR �oasm+0 GLASS r--S OR AT EGSTING GLASS Fi YN 4PleARO OR �EillplC�•ii[7:L4a1111 ♦ BLbEQ.�AON emIA9 NR ©w®OR9m(9 e(9 VIEW Y PLAN DETAIL % END ST L ON .0-0.0.0.0- •0•0=©•0•0- it) HV BLADE END—[ HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. /J-' a*= OF •C E E C.O ,Nc. A,SSABERTHA � Amerlwn Shutter Systems Assw1aflon, Ins. 4268. Wastroads Driw West Polm Beaah. FL j407 Accordion Shut Rv, anrf r, w/ OR w/o Re TLUT TESTING d ENGINEERING COMPANY eaaa wa. am. s4 u.. wa yea awoaTuaaK w, To.: (ws)WI-,vi -�wt�a .o * WarzR A. ntur a. Ps na+m+uc.I wtaT , OIo ,I—,9a 4/13/1: a _ •Gu' @per .Wl4.�a�m..r a 4 a MAXIMUM SHUTTER SPAN' 'L+' OR "I-' (14). FOR INSTALLATIONS®IS�yET , W/ ONE H.V. LOCK U or C) or laor HO LOCK ® W/ NO LOCKING RODS 0 or CENIERMATES ® & ® W/I ONE by Y' LOCK @ IN/= LOCKING RODS TOP & BOTTOM SEE NOTES WIaAr ALL ®a, P� w�) taNttElE &WOOD 01SINJATIOIIS WALL Yg1NNM. TIDRI/CIRJttG uouma0 a Iro L-w 1 LA ro I 30 OR 6'-0 1' 16'-0' 16'-0' lff 16-0' 35 14'-10' 14'-10' 19-2• LIB'-Y 40 13'-TD" 13'-10' 14'-2' IT-2' 45 13--1- 1Y-1' U3 W 14'-3' 50 12'-5' 12'-Y t2'-W 13'-r 55 -I• 12'-I1' 60 IV-4- l t'-4' I1'-r '- V 65 -1 70 10'-Y 10'-V 10'-9• 1 r-5• 75 10'-I" 10'-r I0' v Il'-P 80 9'-10' 9'-10' t8-Y 85 W-8' 9'-6• 9'-9• 90 I. -a• 9'-3' 95 9'-0' 8'-9' 9'-2' W-10- 100 8'-9- 6'-4' 105 8'-r it, B-9• 9,-4- 110 a,"' r-r 8'-7' 9'-2' 115 W-Y 7-0' 8'-4' 8'-I 1' 120 8'-D' 6'-1P 8'-e 125 7'-IV 8'-8' 81-D 9'-5' 130 7'-W 6'-5' 7-10' 8'-1' 135 r-r 6'-Y r-9• r-9• 140 r-5• Y-11• 7'-7' 7'-0- 145 r-Y 5'-9' r-S' 7'-Y 150 r-Y 5'-r r-P r-U' 155 r-C' S'-5' -2' E-9" 160 6'-1 l' S'-2' 71-1" 6'-7- 165 1 W-10• V-11 r-0- 6'-4- 170 8-9" a-11' 6'-I 6'-Y 175 6'-7' 4'-9' G-9" 8'-01 ISO 6'-e' C-8' IC-Y 5'-10' 185 6'-S' 4'-Y ISO 6'-4' 4'-5• V-8 T-T 195 W-31 4'-Y W-57 T-57 200 W-2• 4'-2' s'-1 S'-Y 205 W-1' MAXIMUM SHUTTER SPAN* 'L+' OR 'L-' (B.), FOR INSTALLATIONS W/ ONE HV LOCK or @Y W/ NO LOCKI C RODS (SEE NOTES L tt) .•" wI I �A (al) wxcrEi[ & WooD aVL 110MN91G 1Loan/aAJHo 1601a1nfY3 LF D W 30 16'-W 16'-0' 35 N'-lw 14'-1Y 40 IV-10' 13'-f0' 45 . 13.-1' 13,-1" 50 12'-Y Ir-5' 5 60 11'-I• '-iD- 70 10'-8• 1w-6- 75 W-1' 10,-1' 80 9'-10• 9'-10' BS 9'-6• 7-8- 90 91-3' 9'-Y 95 91•W 8'-91 100 8'-V 8'-4' 105 6'-7' 7'-Il' fi0 B'-4' r-7' its e'-r r-Y 120 V-0' V-11' 125 r-10' 6'-8- 130 r-W W-Y 135 7'-r 6•-2' 140 7-0' V-11- 145 7'-0' ISO 7-2' S'-r 155 7'-0' 6'-5" 160 T-it' 5'-2' 165 6'-IY Y-1" 170 W-9' 4'-111 175 Y-7' ISO 61-6' f-W 185 W-57 4'-r 190 8'-4' 195 g 2D00 0'-2• 1 4'-2• 205 1 W-1' 1 W-Y ALOwP IMUM SHUTTER. SPAN*'Lf' R'I ' (ft.) INSTALLATIONS I& W/ ONE HV LOCKS OR W/ NO LOCKINO ODS (YAD FOR MIXINRNO a SHEET 7) ASP � ry� (� 1 CORCREIE PISnLIAIIpNS 11ODR/L11UHG 400XNN0 lI0IAYIRIC 14 W I L-LA 30 1e-0' 16'-0' >5 IV-2- 16'-Ir 40 14'-2• IS'-2' 45 IS", IV-3" 5U 12-s3' IV-1- 55 60 10'-2' 1V-11- 65 FTFNn R77C.D. & W000 WALL. A. E M, N, 0, F 0,MOUNTING R, S. & V.FLOOR/CEUNCJ T, U, W & XMOUNTING 0 MAVMUM SNmut SPAN 'L+• OR 'L MR INSAUADONS INTO WOOD SHALL BE UNITED TO to pal. AS.D. DESIGN PRES9UE RATING. FHY CORNER CENNANATEOJ MY GE USED AT ALL UNTING INSTAUlaCen. LOCKING SPECIFICATIONS 11 BE AS leati aTEB ON MNDAIORY COMMON (2 E /S, SHEET 5. 1 1 E)MPT IHAT MVOIBIM.SHUNN SPAN Y+- OR 'L= AND MAANU4 ASO. OEANC PRESSURE RATING FOR INS(N)ADONS: INTO CONCPF3E OR CONCRETE OIDO( S1N1 BE LIMITED, AS FOURAS, 1- CONNECTIONS TO KEYSTONE MOUNTING UMIIED TO +64,-72 ps.i, AND 8'-0' SPAN, SEE MOUNTING®ON'SHEET 7, SEPARATION TO GLASS SCHEDULE MINIMUM WIND ZONE ASTM E-1996 SEPARATION TO CLASS 1 THRU 3 1" n HV BLADE IL EC0mc. TIWT TESTING & ENGINEERING COMPANY 6155 " SaIA Sl 9a W VMNA rA'GD4 11O 51 PMna: (ASJMi-ISSO, tto.1 (]OSJWlI-Ivt e-mea: me.eeoeM.wm fIAi1M LIP I M1B) A.S.S.A. AmeAean Shutter Systems. M30cIaNDna Inc. 4268 Weslroads Drive West Palm Beach. FL 33407 (1) L+: NA1IaIW ALLOWABLE SPAN FOR A GIVEN POSITIVE A D, DESIGN PRESSURE RATING. I., MALL ALLOWABLE SPAN FOR A ONION NEGATIVE A&D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DE(FANRE MUCIAIM SPAN FOR WALL UQUIBINCS (TOP/BOIfOM) OR FLOdt/CFJUNG GNEN A MSIINE ASD. DESIGN PRESSURE RATING. DFIFRMINE MaVOWM SPAN L+' FROM SCHEOULP. GIVEN A NEGMNE A.SD..00" PRESSURE BAITING, DETEJMIIE "IUUM SPAN 'L-" FROM SCHEWIL FINAL KOUIUM ALLOWABLE SPAN IS EODU. To 711E 517EUBL DETFAUINm SPAN BETWEEN 'Li AND T.-- IPROrEOURE TO DEIERMNE M1001HJM SPAN FOR NBINATKINS IN BETWEEN WALL M0TINTINGS W/ FLOOR/CDUNO MOUNTINGS: FOR A CINEN POSITIVE AS.O DESGN PRESSURE RATING: OEIERINNE: U+- ". SPAN FOR WALL MOUNTING OSTILAItONS 12+m M. SPAM FOR ILOOR/COUNG MOUNTING INSTALLATIONS FOR A WEN NEGATIVE AS.D DESIGN PRESSURE RATRIC DEBRAI. LI- MAX. SPAN FOR WALL MOUNTING 0i5TAUATIpVs L2-- MM. SPAN MR HDOp/CDJNG MOUNTING INSTAUATIM FINAL MAJOMUY ALLOWU E SPAN IS EQUAL TD THE INrJRItAI SEPRIEN 'LIT+.'s+', lt= AND Tz-- (4) GO TO ANCHOR SCM0.E. WTIN FINAL MXIMUM COOE(Non High Velocity Hurricane Zone ® 2015 EASTERN METAL SUPPLY. 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T. w Ath w ON 9 10A 17, � mt OR �ifan. 01 e w avcdsrw S W W A DA➢E© a MY ANDW A MMUA1 OF 3 ➢PBDrtS (S/ ID175) M ® Pat BU➢E AT ➢PAmlvS SRAM ON SNQr a (D) NK CfMAYY fl✓DY IOP M DJTW = ar w FiIDLT e.'UE© OF ANY ro IDIE M ®=1'wE BE Ir. (c) r M RUDE COUNC QR PIMY STNIFP$ AT Mw MAY eE w (0) WMw➢ ➢®M= BE =V Nni M TO A SOD NI 0/DEQI BBUDENV 1 AT MNEn SIDE GF tNfM. R87ALLID ��� ro A SRD (P) POLYNA MO 7N WNDON ®EVWL AE II15i SO lly{ 1A99 FIDE THE OIIFIteB Oi THE OFDANa BFIAU PRMEL,ED. tN 1wPR"0YD(TWD� m aN<Y ➢ISTAl1ED A1D lOOOD 19NO A' XV>£WPL T00. BY ATSI ➢IC. 8. SFE ANpKe 5%LOD SwE➢1BE fOR"NSLWAAONa Mm 1rrW mN6 I & 2 A w SIFT 15. As uWED BY S°AV N0 LE9Ol uYD (sFE Ig1F9 a ABTlE} 7. M AtA7DB SPACNG SOEDLRE :OR gSBOlD10`S 01m laa® OGNC E M cNIwDE W=1➢wE ON StEETS 17 A tl Ae IMID BY SOM AND DFSIQI END (SEE Na1ES i A ➢ ADUA:} B. M)eDw SFPAPAl1011 ID o1A55 saamm Pn1 A E-Im Prim zaa MaDDu sTnAaA11w ro sAs 111Wo3 1 � ea1 A.S.S.A. Amerteen Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, ft. 33407 Accordion Shutter System HV. BAGE At W'OR W/0 KV. WNDDW BADE ND * AND COMMONS 0 FOR j geBLADE ACCORDION SHUTTER S)MM INc_T UMON TO MERL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. — 75 (psf) 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: ©ON THIS SHEET. 4. ONLY ENTERMATE 21 W/HW LOCK ARE ALLOWED WBH 21 ARRANGED A ETRICAL LAYOUT. USE 0 '(2) 35 (6, LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT OR OR INTERIOR ACCESS SIDE OF CENTERMATE. MATES 21—1zaaa-w.t— �s�a'' �L© ® 1/4"IT NOMINAL ALUMINUM SLEEVE 6903-T5 ALLOY SEPARATION TO GLASS SCHEDULE zaoa• Ne.. I o s• oa. o s• o.a _U a BLADE -SLACK DETAIL HVF IS ALSO VAUD FOR 12 CENTERMATE 21 APPLICATIONWITH BLADE 1Q 6, D.C. WALL HEADER/SILL INSTALLATION E7aa1 n 1 (TP. TM h WROL ------'-- ----- -----•,¢-- —HYA WAND ZONE MMUY ASTM E-1996 SEPARATION 7D GVSS 1 THRU 3 4 4 1/z• DYP•) I 7• v ! 7•—y/ I 6 1/2• M. %AoI AmSuS.A. Amorlean Shutter Systems rLUT TESTING. h ENGINEERING COMPANY Assooiatton, Ina ETA Env";(sa1n1_Isw,rm;Da3)911-11T1 4268 Westroods Drive West Palm Beach, FL 33407 :"4i ` G``'G\�� %ON.AL ER*..o".-.— 1W.lERtY. PL N Uc 1 N157 a ® 1/4"0-20X3" BOLT MUST PE14EPATE 9 1• 1.3)3• +� uo• r aso• KTI i/4•e-20 NIPo' ® 7/4"0 ELGO CONSTRUCT .,..; PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8•- 1' w wamiseme5 L VIEW Y 'SIDE CONNECTION TO TRACK CODE (Non Hiah Velocity Hurricane Zor a KV. BADE 81 WV OR W/O KV. AWING No 15-08 Florida Building Code Online - Page 1 of 2 "r y 'w'^'.4 t, Gtx a},r A aF'Y C} r. y� h�tttt rr; rwaw Fib tr ,;TF6] "i^Odd �rrpirtH' Olr BC[S Home i Login user ReglstratiM j Hot Topic; Submit SUnhary, Slats a Fads Nblitauons FBC Staff eels site flap flnks Search si PductApprovalPofesnb USER: Regulation Mmlurl aimv rat N,•nu > Preiv, n. 4117llC.9br �anh > nonhr;.turn I1a1 > Application Detail �aP."' =ip��'�a.t�n. FL0 FL1224FR3 `v^---i'1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived product Manufacturer Expert Shutter Services, Inc. Address/Phone/Email 1626 SW Biltmore ST Fort St. Lucie, FL 34984 (772) 871-1915 Ext 106 cailexpeM@aol.com AUthorlaed Signature Michael Helssenher9 callexcen@bol.com Technical Representative Michael Heissenberg Address/Phone/Emall 1626 SW Biltmore St port St Lucie, FL 34984 (772) 871-1915 Ext 106 CallExperMiN ol.mm Qpaety Assurance Representative Michael Helssenberg Address/Phone/Emad 1626 SW Bllmore St Port St Lucie. FL 349M (772) 871-1915 Ext 106 CallExpert@aol.com Category Shutters subcategory Roll -up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida professional Engineer `y Evaluation Report - Harticopy Received Florida Engineer or Architect Name who developed the Walter A. Tlllll Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By John Henry Kampmann Jr. `y Validation Checklist - Harticopy Received Certificate of independence FLC'24d RT C01 F.FPPI CMIITTEP Sf RVIrFS INC NAUTHHC no, INC; S ✓y T e SYSTFFI ( I rtR1Yf 25-p71 t Referenced Standard and Year (of Standard) Standardyear SECTION 1609.1.2 ASTM E-1996, E-1886 2005 SECTION 1626 TAS 202 1994 SECTION 1715.5.3 ASTM E-330 2002 Equivalence of Product Standards Candied By Florida Licensed Professional Engineer or Archiled Sections from the Code http://www. floridabuilding.orglprlpi_app_dtl.aspx?param=wGEVXQwtDgvzRN Le5 q4O V... 8/20/2015 Florida Building Code Online Page 2 of Product Approval Method Method 1 Option D Dale Submitted 06/08/2015 Date Validated 06/23/2015 Date Pending FRC Approval 06/28/2015 Date Approved 08/18/2015 Summary of Products ---------- "--"----_.__.--1 FL p IModelr Number or Name Description 12246.1 NAuldus Rollin Shutter System Limps of Use Nautilus Rollin Shutter S sit in Approved for use In HVHZ: No installation instructions vl ]; T F G3 it EXPERT sH YML -F ICF I f 4 ill $RNLI ING Approved for use outside HVH2: Yes jrtUTrFP St:,iFn1 DRW(i. 16 0)1 rill VeriDed ey: Walter A. TIME PE-44167 Impact Resistant: Yes Design Pressure: +1601-160 Created by Independent Third party: Yes Other: Stale Missile Leval -D- wind Zones 1, 2, 3 and 4 (basic protection Evaluation Reports only). Pressure rating: +30-30 P.S.F. at 20'-D'span and +160, -160 Ft 12246 R1 AP FXPERT GMQI: FO SFAVIf-5 INC NAl Titt ` p.5.f. at 8'-0- Span with 1/2' slip. See SheeLS 15, I6 and 20 for additional ROI I ING SHgTTER 'Y .T- p. R pressures and spans. _ _ (.'fedlQtl h IndapeedQrll Tn rd PdRy: YPS 4P9L1d Us :: t9ae North Menme 5 cart Ts h A%re FL }a9 PM1one: fl50.98T-Ie?a The State of Florida IS an WEED employe, Coovr ght )00)-201a 6 A e of FI rM :: PDvMy Statement :: A¢es41UIIRv Satement :: Prfund 5tal0men Under Florida law, emLl addresses are public rwords. if you do not want your a -mad address released In response ro a puUlic•repoNs request, tlq nm send electronic mall to this entity. Instead, contact the 01Uw Uy phone or by tradlllauil It. If yeu have any qumunns, please antact 850.487.1395.'Punuant to Section 455.275 (D. Florida SMIUMs, UIRCH a October 1, 2012. Ikisw. a Ilcenscd under Chapter 455, P.S. must provide the Department with an email address If they have one. The emads provided may W used for Urinal rommunlmtlUn with the licensee. However Oman addresses are public record. It you do not wish to wpply a personal address, please provide the D[PanmeA1 With an email address which can be made available 10 the public. To determine If you are a Ilotesee under Chapter 455, F.S., please clkk TO, Product Approval Accapp: RE M CreRArp� 4:' lit http://v<tivw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwlDgvzRNLe5g40 V... 8/20/2015 i:ID p:M• . ((lei. 1�ia[f 'J AJM1I Jti .[ mess nv 'ON I 5391A8 is 83llnH! 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I I� I I f I r 1 i r 1� _7 [✓ — .. _ m I I Ili I � I rAl// SI ATC� _rs_ I e,- f. � ul 72, e . p �1 SIDE RAIL Wf'S4 � Wu41 Uv GNF W'I..TI bE IdCYY[e JY 5e.^.6 W4^I.ARF `! 410Y :OT . V•vl[I 4 QYJ (1fIAN1CC '(IeIfA S:t(. IiA] 4iJ smr. oui Af w•. v4cAr�: vxnars a=7 BUILDOUT TUOE .1 IFA{LWfuAlp y. i TRAPPED ANrJ 4)6 MULLION FM)r44fDA.GLE:N 6J11'F 4NkYJt 4'AF YIiF Vl•i S^4E•d•- 1mti <.OMULLION Y1.1E4NulYAIIP COMPONENTS ,, lho.,. eta •: x ;, ''• D rat - �' .1ir100BB1100t11111I � V ] IM'.i R � .AIEYO'USAiCH 11NAJ[Is! ,_� '� OPTION 3t ✓vJliiFe` -ms PT. � EP CMIC •)a• LaTa STARTER SLAT Y`F "'-` �B BASEuS oEi�r ee NLAT rY)x24 N10Y SNC T r E2 ILD OUT T 4 LE I1 BUILD-OUTTUBE [s>o4u.Fw]uio. S.0 ' Jr�K• 12 ti!i UcBaYa•IM�RUItBEx rR SCREW EYSplvllft Ems{ ,-..- `i) sts•o Nw,eu¢uExTarcov xLancHOR cmmis¢I [r.:f �Ir• r O300Hltl NCKY[TKBOLT3ANCHDR WPbM6'iF: C tf: 'ii(W e.T LIECO 4.P' i64UW W swE �r.r 1 .. Rm) l`.:: BUILOOUT TUBE �• cx»suwwr s r; i L) STORM 8AR Gs..i6NUww41C. '��-w8nntwmnnnwuud �� l�l•[«. :earnntsnr. ni'Nr^ LhM;rFj N.[JIBPWFAJ,IY[ %R ` --, OPTION e2 mah. lY.t. aCELAL BUSHING "' ws ).o-xnn 4an. arc 1 LFhS:ELV�A11i'] I 1Hd1[. p�•-AL 1F1p 41]S�yI LftEW1ALAmAW •db . �H]fOm.tleGi.SSyeJ ORETAININGSVSTQ SCREW. SUSHWr S•t.V •T-•• Nautilus sF- Rolling Shutter System (UTTER SERVICES INC. —07 s[ mx. •1 xa[3 SIDE(END CAP HOUSING (BACK & TOP) .040 THICK HOUSING (FRONT & BOTTOM) .040 THICK SPRING BRACKET SPRING ASSEMBLY 60 MM OCTAGONAL AXLE SIDE RAIL (MAIN SECTION) SIDE RA)L (COVER SECTION) ALUMINUM STARTER SLAT ALUMINUM SLATS 1-10 ALUMINUM BASE SLAT TUBULAR MOTOR MOTOR BRACKET SPRING, GEAR & MOTOR BRACKET BOLTS HOUSING (BACK& TOP) FASTENERS SIDE RAIL (MAIN SECTION FASTENERS HOUSING(FRONT& BOTTOM) FASTENERS END RETENTION ASSEMBLY OCTAGONAL AXLE FASTENERS 60MM OCTAGONAL DRIVE CROWN CONNECTOR SLEEVE GEAR- PLASTIC OR ZAMAC CASING UNIVERSAL WITH DRIVE SHAFT 60MM OCTAGONAL IDLER END IDLER BRACKET WITH BEARING BOX & END CAP ASSEMBLY COMPONENTS rcRv B.R (SEE SECT ID&EDURE FOR SLAT INSIALLAI10 OVEN A -RfiorrEg HEIGHT, f65E-1: S!--EEEn NErG11 iOJ4: ON IE$S !I,. !.'.0. IFFo,,,-, "0 rN5(,y.al4 Jl$ 'X/C STv;V M?S- N/ S,WV PARS GR v�. $tONV BIBS k VUIt!ONi' M/ '0 q f,(,gt;N fWLL $I/Ai iti fl B:At� Ai 'OF. 104-Mv ff, P. V. in[>2[:+"[fi, na iC FIT (h:nT: UCT, $UI ) S',.�t CCN$ISi Of LrN f,VC (5) $'J.'$ (lf 1M51 <.:hT '•V4ER, FFNXX URE "I FO;A% Slfl'_ pCNIIRFVP _tSOR jt 'LL1 5, , a CV111111 (Y viQfl Olµ i4ORER IEIOM 5 OD IIE1 C.,I Cf irWy SW NU,*ER ^:SRA.Ei GEicSE MITIFo SUl@4AY VRNY MITI Sllj'TLFES .. MIT !T) E070T ; IQMU.i1 BE'. I,wEv5 INti'1',LCv it C• 2; S;V',ER !f(:^,vrY ,MGiR Tr "-I' 11U,-11 11 115111.r1i10T5 M/O STOR. ISIS A10 Fl PR 1/0 40. CR5 N/ NE:BMS I TTTR IHTN {c1 6GTNN M , SiMT F/ 71 '"TS FT 7p1, i041Uhti=} W 11. /J. -nfT EY IT, mE ,A, mvea EA Sul / sun WN�Br Oi S'. F>a (e) Sws Or Iw,, EIAI !NUHEY ('ria."[(h,RE P" :.001NC SLATS OCXNw<RD ECtOx a: 111 5nNy 5- 001M..�1:<1"IL 3'0 5 l !S ESTI`E0. Is N 110 .u, s` •+F. "m OW O,+ I, B!:'�.15ED to COUR_ETL TNC TOTAL S•ITER Er,w.- ol :.,i3O., S 00 I/I:ST SE stx;.1S :N$1PE"', —END CA? S, '-- SUSS /J �V/9 P V/9 YJ6 h Y/7 r 1 TYPICAL SINGLE TUNIT EICVGM1W R RAgS Ac NOESEE SHED, 3 FUJURF... NT.S c N1' ralx .K Nautilus 4 Robing SflWtcr Syslem ;,/;p/!, IUTTER SER4ICES INC. So ptvt.{$iadri :.!xl en.ve 45-CJI w..wcw G or VD or C2- I END CAP i t s� 0/8 IA FG y tl OR W-2/11 Ok OR W 4/13 BOX or ?A NI-1/10 OR W-2/It OR W-3/120+W-4/13 iOr LUY E$ I eAOx. Sul SPAT M a SPSJ, $C!1 M, iCS WJ ~{SEE SCHfDJ C$ ON E - ME C_0MJLE3 01 , 1lE .5S SKE15 is h 16) H_CT 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION JOTS & W/O STORM BARS 101E SEE SHEETS 2 & 3 PCR C%'0'11FNTS `:CMFPICUIPAE eEQCEDURE FOR c SIA r.+,5 TIOA ti A SHUTTER I FI i T: CASE 1; SH.I'-TER .4,Hi rcNx OH LESS .nAn I,_, SEttl:i-It 10 NSN,,j VS d',0 SSJ:M y 74 n/ 9CFu g; s op �/ 11,, ?„'.R5 h NS__IGNi rrj tl56f•A JR iP 11 ..C' (�i �JRtuK SN1: 4:'<2I aj. pi c.1,i5 n; SOP, fdLLOAiR 8v ji. (3, li. `Cp Al THE .1 ".OM1If EA:ri 51.1 t yWtL ?pYcs O. F,, tst 5V,s I TINT S{Ft IwHav, P4XEJJAE EC'R F1101.L UI$ U6Ta:N5t 1 UQAN 1: SW ' yIL 't COIiiIU ]'OL IC14 5H4 EF HEIGHT I' .o PlC"E� OWa'H' 0 f14tt Ell 14VEEa. 1SFZLED BES P ?orCu 5,,@ A MI gply v_Nip. Mall IT) E=1^C/ 5f51©Wl CC 4P�`T i4ilµlEt we CASE]: $'IER rin, ,,.fR ] A-0' S'HVfl,f to } 'N;VU,NL-' wf I-D.H'S 1',I'.o !a) fJHIHN S'" SNH' N/ 11 S 'S 51 log'. ll%TRFLD 0' l2I]. YIERF}'ICa .L1 -HE y M1'RY All :.ICH SLA, J 2ru_: Colss, !'T T{ Y'I S' Hs CF ltiti 5'J._' `..TEfi P4C-iix of 1::R u s o M.v:AVD EELF,w ii S:PI s_. D C01 1V'E U .10 S.AT TE Ivs ,, a, -Ep FiC •,ft IS 'k AL11a Srcx.cNR! 0,0 A15 N.IS Nr HEED rO P]YVnE iN 1 ,1 ?H17,,, rm r (Y; POTW $ TOyl:l BE 4a113 LS+=O 1: 5,'n 12 S A1$ FLATS LV.tS s S A15 'T:D. Eo. On) . I Efl() CA^..1 a 3'� 'zn � N p'iia i R/8 or t r R /8 L_. x. till:;. 1 114^„ (SEE SKU, I2) ;'•VCENSF •'• �da>aaas%=. 52 / ;_- STA OF Color ... or IVW-1/10 OR W-2/71 OR L.�.or � _.Or ''i.� ,(il�] V t W-3/12 0R W-4/13 5([ ILL§yt Ov $ 4 21) j !-- - A 116tt Vf9 • \K�(m.) 1. Ov .En21 25 @ 261 . ' -GCX S2 - Ij 'sins ZP 8__ P B._�=P a ' s:ara FI a< r SJIr. r Ror skis --T (iyp, Eu _eCY s 5-; Fw — - sx,z 'W-1/10 Cs W-2/110R IV t j W-3/12 OF W-4/13 V/9 { i td .AI iF N MO V ...SP.—V - _ IJa. FIAT irm NEC SCt _: J3 5 ON ;S E SCHEOVI.E.S Cn . (NE ;G JJ ES �t Sl EO 15i 51_[!S i5 h i6) SN 'J IS} TYPICA _ L CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION 8E W/ STORM BARS^ Y.OTE SEE SHEETS 2 Zx 3 FOP. COA'PONENTS N0VEACIA*UkL V I.5. cao,s ,xrzw e,t. L ECo IYc Nautilus �'" Rolling 8hu(ter 8y.;em WWI - EXPERT SHUTTER SERVICES INC. wrc �bvC sw. muwet nnEEi real ;r uve, n. ose. „-U'Ii Irl %•n uyC tENt R0`iCD On REIE R bnXl Il _P O!CR IE n1C H '- Vatt R W R P l N GR,,.:nP C, s IYG :ASS Pf v ) SEE ♦NC•Iq. 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Y Ij%' 3'Cu21p BUILD -OUT MOUNTING �4 L EC O INC. Ra1IinO Shutter System 1+ecnJ �p.•..N, EXPERT SHUTTER SERVICES INC. w'E 1w ,`s"41c(Lai„p q>••uc.f�tawliP °_ i 14tn pC 16:6 5+' bR'NCRC SigEP / J£ uM1 rc•riilk, i a lfz r MS p/,{-,. i EFu54T Cp� m ' n C f tfrtP h CC NO:A Cl # Jp OC4'1 W I lP Ut t FP v a• / U .V '- t St[' fA 41£4 STC # LC9 6 oe T USS(^ m hAl q if1 4¢P S P } /fl I OJ•AC62 „,t i\IiC 2 Y !0. e^ 5C i / • - I i v AUYW IJ`.Y AN 1 'J..( 1 Ge. G94. ✓..YY S[C PCJIPCG �,-. '1 MiK`Cb1Cifl :.e (3) Y Y )^ •/ I £) Y CP r aewrsa I 2.4- 00 r , r I $ , m'2.ws 'n.'`ciiµot x r ji ,. I • t [ rs ns , , � OH009B , r x,c l i oc r w S i w oc I L A pO uwuuw 1( e & 7 1 (z > a i . _ o aAss - f LYR16tB 3 nr £ cc T WTI! 3i $ � { i p �♦ 1. . 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Rollin Shutier System EXPERT SHUTTER SERVICES INC. n , ,a sna Lis trrwo co vW I 011 STATE OF WP• C -o � ' m�ox PMi 51 VGE.f .H. o�4aeaa? ; a u Pr w GRpU1 F1 I�qi•� _CF <}faIc 17 h IBj � DD )' V �'•' •� �',' :�. In' _ rryv TRAPPED MOUNT tali SECTION O-O (PI AuI SECTION 0- (PLAN) ORIENT"-- ATION #1 ORIENTATION g2 WALL MOUNT END MULLION I WALL MOUNT END MULLION a 1 N Ii9 CD' ID/ r \A FLUSH MOUNT (WALL) b \ . 0,11 OR . ca+woa J ] r j/A 4% pF I(p' 3J4 BUILD -OUT MOUNT \A,n, cq" p(p I IS s ZCWU On I MAIM Kcs 17 h t e1 •� can .E JIAifiLIC 0 D'pCY I,ktE3 z x o'n : i+\A I rr rt o�ot. SECTION W/ STORM BAR SECTION P-p (LANi CA) --�•`"�° n�a ° - @ dII I�� tip SECTION '0'-0' (PLANT t- csr'ie s.,� na('�,je''"s N -. 'n"• 'r'' I(:-: lip ORIENTATION 1 Lj WALL MOUNT END MULLION SECTION R-R (PLAN) SECTION R'-R' (PLANT ORIENTATIONS 1 & 2 '-C ` $ ORIENTATION #2 WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G. G1 G2�• / cxNfT1Y1 r Ti'om, W/ r'UT Tar OF ATE; SECTION ' (PI AuI - -I---N.,,,rola ORIENTATION j2 WALL MOUNT END @ INTERIOR MULLION (Z UUM1i MOUNT SECTIONS 0'-0' (PLAN INSTALLATION DETAILS INTO EXISTING UVOOD BUILDINGS ND.4A167 h;" = Jr}.� ' Nauti''lus RORIng ShutCer System IUTTER SERVICES INC. R Li It Y49. Rii Ilt s W>t e:n E.a --- .c: Utlb. VZA-W E.D.--:CP. I/1'e :DUD-StT N{N'.W$ L.C: -- Oi 3)3-v Exs EIX- q ?PaPCx %+1ER4i5 3 'le '3.c E.D:—. - 3 11E Min E D. fC' L'i'6 i T/y'Grx p. Aw.'xORS EWE n SL' 'ilta E !� } .6-< IWcm Y 1Y(„ N'RM. I 1E NfUMS 2 /< ECNCNr . •_ r aLx. 0E L 4u' xE.R 022 :4 • ,�-.i POJREC JSCREfE ) O O 1Fo YO}i POURLC CVCRCi .., I' - i^IC SECURED SJra-> ipzCpA %L ft 3N )} 1NCK a CUR£O varovc10 ' - 1 CO.A.tlGlf' G1Y �J I - Box 1 OK Er,. 51W02fc T f H 1" w ECa >r i 1E lE d•+ E.rcEr to Gt6 JiOtt M D piL tiUWCVt EDR nwp 2CAC} t 1 M. } n ,-- ---[ f - t +�\( 1 3 i t(T)DDR i ' N srARAn. is d� c A � � M >- D .[flS 15 L 6' s- +rr 0ir 2 BEYOND ECIERM �R ti t, e i4 5 HCD1 LC9 Ory -_._ A V� ' � � w � BEYOND I� SHt215 15 eiGl cuss U : I N I � St ....... {ttr 9n�rp37' I � 51 / pyr -r.+/OTrtaN {Irf` ICefgy"Itur 4 (tt,• :(P/DWI S9.1 U O f ( (SS �1 ,._-_ 31E O ALA -IN YC r.As CA <) 1/+ sac r s Chw' oR {<} 3/P o xx,x sx. ¢ E14x50l wGDFS OR U; 5/16= WMI H. 4C'ms r- _3..- apgy EipFy gJnv;CiJCi:. mt� SEE T B 3 CN SeEE1 )3 (Ty. TOP�(EC63-16+'EYJ ALUNNUM M CL E: SIDC(>) 14 3/a- rtr+§V.tpE: rtx T-SCAM c 51DRN e.,R (tL' 'In TOO SECTIONS S �DETAIL A t 1H' a 35 OR C(6 fa xu2.. Erv_ LSEG 3 T.• rv( .OUn S OR J e 1/, CM n nvbiov`: acs'Ccint:r 5N t CY OF ' 1'1 En En rv/ yl,^ Cn A.. Tw. nNE 5111" pM5 azz A uO• D. (SED T ) (2) AV M1 PS PER STONY E A CO.VtsiCDID '5 LWLE 3 C. 51,EE' J CP S DORON) �!? i t/aN N MJC DiS W $ qXE IOl ,�. UMWR 06053 iE n aCl) j' O wJNAUM N.GI '}. SG / SO.MDeRC7 SF i Y R HC ROM` SECTION St - ST i OJNIID CONCR tE-- - alto. F } Y -p �� O O=1. f UJ Gsi 5 ` -("" t r12a il: rC (s2 iCCN LLUN 1 _ _ n y . REC AEO VW1 W G S x rt(...'r ex6LE x/ !+ r 'xReoR• x[ r1 1 1/4 fW_rll[nl 1 1!i V C4rfEf.V[II- Q $< C.� E Ss - I WALL MOUNTING AFC\'-E 5 x wp a{ED I41111IE35s ,5yy[y1yYUlytNrli[r/N, v D.-_ 112 / EC--EDx 3(S Clt'1AN,r10%5 a1 E D �— -E] 11 ^LC 5 /.Nf: Gi$ 1�y�� Y C O -- 3!e G wiu Gal Ti EY A45YJt. A:J , Val mac. -- s 1/E 1bc. E.J - __ 115 N, VD, -- 'OR 5/1E'a'G ' n xNCBDRS ^•-e�Tt'Mbd+Ot. F LORDVI Nauti us s.t Rolling SNultet S}stem „inc/y IUTTER SERVICES INC. 51 U. N9Y Gx6. GY Op • PG4�N'J xn NI(1 y W i! i .. _--9• or E.D. I- L..0 r WF1lE.1� IN PCL'FEC CWCaE'E / 8 Y•. :N:C, 4EQ'j ' • 1 FA VA', E GVSK z c 14c _ I I 4= O/8 or - Eto Xt ' -y m. _,,.— - ---.o< (1) 3/4'0 ('MK Ottr 72 ENP.VSIOY- MC.ORF 0 ENO hYO NT'404 NL-LIONS C& ® (0PoER"710% (O A o ESO MULL*NS@&© (CRVflU GN ]2) a Nh ED . 1 TOR (2) 3/aS gVIK SOLT T2 E PMS'O.Y -{- ANCHORS a 19iEFICY. AIJILCN, 05 IoR,-U4T;.T1ON I, N 0[E or ST(1 . d f➢POGf:L Q/®Of R/8 or R'/8 I (061-TO &L-<- i6 TE I� I LC SOE /J 2 Ttti_[ En SIDE t/ O)—L s/<-e THRG BS:T6 ro � Irz- E.COIICR1CJT To fc TCP BO'i0t1} SECTION X1-Xt W/ IaG END & INTERIOR MULLION) Ni jRi, N7ATION i I) nlun. AVLLE ET 518 +2) 3/aS MjN BOLDS .Lil. I TO VUI-ON Ct &---- (1) 3/ab Y.A)K SOLI -7 E-Imm.. EMBEO. n? TO POURED CONCRETE QyF •I :oa t ECn0u7 ; (G � D(RRIDR I 1 V I PE•vaEQ covlxEa SECTION X1-Xi W/ G�• (� � ; ">Y— jEND & INTERIOR MULLION Ew,E or s;a •_ cr_.!a !iyl ORIEKTA➢pl. E I»UJBE —, a &aIv f —9 M;a ED: —•i w•I ; U _ r03 (3) 3/t a VW1 BOLT II - P. s*p —u:CHORS O-I:TEROR MU11O•: Q 1 (QR'ENWKI 02). L 9' Vs. E9 ---✓---_._9' u:c. [O.—______'OR 01 3/1•1.111 EC E TI 111M1On 4KlIVtiIS C E/9�9 ILD if.'FRI^.R ULLU" LND .ULLON I`:Y I06YSYIc(q!: [2) :SQ FLOOR TO CEILING/TRAPPED MOUNTING' MULLIONS (G7 OR �) SECTIONS W-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION I t n-.3'sl/24c-6' I `L]aMOR (fC6+_l6 I uua TVCLE En SCE x/ SJa'4 TyRu BOBS t2)SOLT —( .O VI1LLq'1 Gait Irz E$p44W, rEMSED 6' um. EMSEDUCa 13 IT PWREO — 3• ._.3 _._ _. r-Tc'E {INp. rpP & wBancu) ALTERNATIVE SECTION XI -Xi W/ (DJ)+ ,LEND & INT RIQfj�MU ION) IZi ,^rnTlon F_ (4%6') I7 t I/p• I l l - �i. i -I DTEWR a' DMjoR �1 3 1/."10 6 PPt I-f4 AyOV) 3 3 J2'.0 B! L <L.GY) .WC's SO NI i21 Slab 1 RU 0.•$ 71 .UE IC4 �'I,& (') J MG'-E E E %/ (3) rPAU 80aS 10 .V AI V,/ UOn ci & (_) 3/qb ZYdK 1 CLTZ EXPRNSI : / a K*'n SOLi 7 EN .vf, C, Nitk t/ V E.BED✓ENE TO a)CHOR &/ 6 EVB DVi%T TO (NREU CON:RE'_ (,Y-. 70, & FLEXED iONCRVE fyp tcP & Conn.) BOTTO.) (END MULLION ONLY) (INTERIOR IAU LLION ONLy] ALTERNATIVES SECTION X1-XT W/ fGt' (tY/ ORIZNTALON A 2j B BOX NOT SHOWN FOR CLARITY "", ,"° Noutilus ',L al IL F.� Rolling Shuttef System Ipe. EXPERT SHUTTER SERVICES INC. ,nc/, °<Q n�c a E..Ma..° cow -a. "e'C. 1621) -.TW . aal e _ I PaW r 1LQ. )lug eL - 'a-M- i16 PG:REC - 7. n N's. T+Cn rev :'0 d �JOR '.` C i�r s44 Q/®r a W R/8 or R'/8 nC 5.e,5 dirt _ Irvrl *DCCi,i1hVC.:SCG+�'E IRE�VD 06. 4n. TIC •• `!le :1/Aa<t5 ONS XLh' T]D •./a eaP-'ix =¢.-xn IEK 5CRENS 0/ 2 1/1' gr I' DO iMn. _MBEOVFN" O 24' o c. 4 CEC- GAL F-,Zp SEEL✓ HF'v+.C+ O 2<- es 10" I © - Lao CAP EXIEAIDR u/o or R/8 or R'/8 (•�A-SC Iu6nLCD LTftA-PGDIJAY MCUN-ED PER SECT@: R' R' C11 S{E1 6 ) i :1 1 /2'.o o62 ,CW t..V.UM. ANCIE W/ /c'nr3/t' It YP BUIILEX _._... TCk SCRrLi£ b 24* or. ]O TLEE _ I vi 1 ; Xz - " ;nPXr/E,ra) EZ-EV--LC - 4 W< 3/E'.U'-ICi6C5'.— E P:1GT: Ahu A9G!. E0. SUE A/ (2; 3/<', IMRJ BGt:S I0 V, o" O :'2) 1Z DM/ION F CH.R a'f + VIa. E.DEWE1.1 ]0 POJRED CC'I:a-m [CGE ¢ rvf1.dFEtC WXL rT"R -O� k n0't04), WALL MOUNnNG-MULLIONS r)OR (]� POURED CONCRETE WALL SECTION W.2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION mcE it sppvcnntc• ] 3/<' ATT. C.J. < — 2' . :CURED CONCRL'E ; b en. Td:CK Fq RL'v'0, E%IF18Ofl •�G�OR %�, I�j L-�_ -iluT. u.4t[ CF. 9D: SECTION X2 X2 W/ n OR Gl' LEND & INTERIOR MULLION bV! ORI. Y A710W k_7 ) (6',4' or 8"W) ELCE P i PU ABLE 2 OUREC CONCREIL 3 lsI h-n.7 (� J" DTEPoDR 3 N (HLx ECU ; 2' L— (E06f-1E ECGE r aPPJV3S ' ' A<T. GMttE EAEA' SCE. ALTERNATIVE SECTION X2-X2 W/ (G-) OR (G�• LE—Np &.INTERIOR MULLION W/ ORIEWAT106 A 2' t• x(T" Cr 4'x8•) • SIDE RAIL !Q NO 7 SROWI. FOR CLARITY_ - -• '. F`.�•= "Inc. .LDNIDi BWLOTW CODE (For Npn IT,. (i IlulGKO"G Nautilus Zcce; T-+-.- OR_ ID?; 4.� a""` „ !":",o`,G;'"s °Ou°F"' m'.,d «:.:sw"u rum-'��"• iu-«caps-` Rolling Sh BI\Er System r.L L EXPERT,,SHUTTER SERVICES INC. sx R.1vcrz[ nl+Ftt tim,t .,,.v,., 1'-fiTl -9' V.1. EC:----- --- 9' n.P. LD.— — FOR 11) !p c K1@K cC',- - E PAVSICI pLK«ORS C CHC VUXON (CRENTADO'IS /'. k j2) 1 -'_9_ V". C,O--^ - J" V.r FOR S2) 3/4"e kwk BOLL IZ E ANS*4 I - LD- '-vSHORE 0 M(ERgR Vt4:{01: I � (ORIe:N'AIi9V IY) lLfi GI $LtJ_ _ r A, ,rizl C EDGE C( Sup IF W,,VaIF i >O:IREp COtRP.ETC..I I . I I G;A56 r : ,�! . DOERIOfl 7z� ILI 3" �- xnjnTvw) :X3 If, I 8' a.n lace ,rob. ,f)e OF F SA li 0we I[ - 9' uw Er, _ 4- U;. FOR (2) 1/c. =119 WLI J.,Zx,,VtiV - p'{_1WiE O R:i q:I}Pi IAJ_.✓YI �y [.D....... ._ IC (f) 3/a'e +,n1K 9JL1 1 ECPA SLN G ENO vVCCN (Ov�Cx(O'EllS 4rl^J+5 !I k VTi. FLOOR TO CEILING/ TRAPPED MOUNTING" MULLION CG2 3 SECTION W-3 END IS INTERIOR TRAPPED MOUNTED MULLION INSTALLATION P.[ ;E:at-t0 Ai,_Gr\ pum Mill 3/4'0 iNRJ [Otis i0Y.T!S1%4Ntc BAi Z EAPMSIq:- •SCOR N/ 6' !i o.E'RCOVEN' 10 PWREO CNGR"IOP60RC.V) S SECTION X3-X3 W/ I /t LEND MULLION ONLY) -.• ....... !1'!f CRIEMTAPCN : 17 : :Iz" (7-z1i -- 7 II �I E)(fER10R %a'.a'.1!'.a-r (acm -ra puorr m NIGIE 9JE fP) d/a'e .1;HV !i UTo S 0 NJLG06t; 45C1,0, EV6ECUEN: TO PO,.Pm CGNCRUE (Tm TOP h BOROV) L ITO MULLI ONY A""MG15 rJ b1,1:C EF 1, j21 !: c•. tarcu 6p:nt qN BCLr q (you.SpV Mn E6" POURED Cu6Llu R POOPCONCN-"C (}&:. LOP 6pROv) INTERIOR MULLION ONLY ,• SIDE RAIL'D)AND BOX NOT SHOWN FOR-1 44167 9'€ eL COI Nautilus �'� uL Ralinq ShuLLei System �,��.��. EXPERT SHUTTER SERVICES , s:e s.. aowxE rFE,T 15-0?t -&Ulr. TUBC (.CP k BCCOv) w/ I!(4+]!a'rtw Ru1LCY ir. 6CiEe5 S(lEb TP-CC+15 %L w(S :!a' ((f OO.v?C[C' Grc.VaIt' 74EI EMBEDMEN' O 24- o.n It, a=SrCR O 2= ce. t ] EO✓3aE1. (!c = ] iv Nam) .•. IC b' LSn. i!Y_K ffCT V.a (D EO. -TO - 5b I• Mr [- DID C.- BE 2) a,SO INSA!LC TRpPFEDh MOUNTEE• PER SECTICN : -0' Cfl SHEET 8.) F%RAIOR 10'/8 I(Z `' '/2 .O.00: ,CCNT. ALUM JZLE IV/ 1/4-xx3/4- Rx EOII.3D _ TEK Sl;fWS b 24_ e : 10 TUEE I/e 1 I m" I' EDCE F ID1.0.-5LL� ] SF+' u n ED PCURED CCNCRETE E' I/;n. Le:CK FEUD. Nr E G. SIDE. E'AE I"PPLI- ZE 'a SECTION X4-X4 W( JEND h INTERIOR MULLION fl4Y C31EtikTi°P: e n SIDE RAIL DI NOT SHOWN FOR CLARITY Damao ' ye' Pm _&<i'H S'u CO 3/WReSO'-1.5t6:6' -T6 R.L.DYO) EM aCCrk M lMTl(ry(q OpfK EA ]/[ 'e0:7S TO ', --, S'r" --a —E0._- .: ,; . • •'. (�`: a (2) .3N4'b KHK EDLi E%PILC'I 1Cr1O` P^UEO'B'DMD .r.W. ' ,' RCRIOa BWCODE {Nm Nq4 vebary:10 I(mram.e Zmr CORJ4:IL:VCFC izOr 6 aanLrAa.0 -- 1uLL MR TOP L 5GrGq WALLMOUNTING ; ` ,.`' /' , SF •': ' = ND.441BZ,i ' m6 rUrt:e vc ,A,Qyrt}yj]�,,] /} L N V U l I I U S �•, T. TCRET WAIII POURED CONCRETE WALL � '9'�=cam <.:`__i]t ]L ECG INc Shuster System ;yy;Kls SECTION W-4 wamo mw. UTFE T HOTTER EXPER S SERVICES INC. END &INTERIOR WALL MOUNTED MULLION INSTALLATI tOH F1DP''a`s w' "" ` °"' T M "" s `" "L 3 "I 15 UII ON F \ PCa ox-cmrvn m. y o-.. STEP 1. OBTAIN JOB SITES AS D. DESIGN PRESSURE RATING B sl) FOR THE OPENING AND DESIRED SLAT SPAN Y (N) TO PROTECT IT (SEE GENERAL NOTE 12. SHEET 1), STEP 2: ENTERT0CHARTS (In, Ib & Ib') THIRD IC ONSHEET IS TO DETERMINE, BASED ON AN I? SLAT SLIP (n), ANCHOR TYPE AT SIDE RAILS: A.S.O. DESIGN PRESSURE RATING B.03: THE REQUIRED MAX SLAT SPAN -L'I THE FOLLOLMNGINFORIAATIONISPROVIDEDATCHARTS I THRU IC TOPROCEEDWATH PRODUCT INSTALLATION VERIFICATION. ENTER A.SA. DESIGN PRESSURE RATING: SEE STEP Q)ABOVE • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE. INCLUDING ANCHOR TYPE. THE LL FOLLOWING DEFINITION FOR SLAT SPAN SHABE CONSIDERED: LUA-: THIS IS THE MAIIIIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 117 SLAT SLIP MAY BE USED, FOR A GIVEN A.S.O. DESIGN PRESSURE RATING, • MINIMUM REOUIRED SEPARATION TO GLASS IS PROVIDED ON CHART le PROVIDES SEPARATION TO GLASS FOR PRODUCTS WAlO OR WI STORM BARS (SEE STEP 4), 16 . •-•�+•••e•+.=nah�a pc.c,wL rvVltI UNBHEEF I FOR ANCHOR SPECS, STEP 4IF PRODUCT INSTALLATION INCLUDES STORM BIAS, 1MULLIONS OR STORM OARS d MULLIONS. THE FOLLOYANG MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE4a IF STORM RARSARE USED L MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART Ic. ON SHEET 15, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. EWER TABLE I ON SHEET n IVI A.SO DESIGN LOAD, STORM BAR SPACING AND DETERMINE !MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT. J. ENTER TABLES 2 OR 3 ON SHEET 23, WITH AS DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP S BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR INSTALLATIONSTYPES B CHO CHOICE OF 2 0R 4 ANCHORS PER CONl ECTIONOVABLE DEPENDING ONLOAD CND STORM BAR SPACING. PROCEDURE 4b- IF MULLIONS ARE USED BUT W10 STORM BARS 1. MINIMUMM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W70 STORM BARS SHALL BESASEDONCHARI Ic ONSHEETIS. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER SCHEDULES to THRU 2c ON SHEETS 24, 25 & 26 WI A.S.D. DESIGN LOAD: MAX ILIUM MULLION SPACING (MAX.. 12', B OR 7), AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) WI ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FORA GNEN [Gi C)., & G] 1, MULLION TYPES MULLION ORIENTATION. 3. SEE SHEETS 10, 10A 11, I IA. 12, 12A 13 & 13A FOR REOUIRED MULLION CONNECTION DETAILS AT TOP d BOTTOM FOR FLOOR TO CEILING (TWFP Fo OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE I GI, G) , G3 S G3 ) PROCEOURE4c'. IF BOTH STORM BARS S MULLIONS ARE USED I. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHAILBEBASEDONCHART Iq ONSHEET15.ITSHALLBEIAEASUREDFROMBACKOFSLATSTO GLASS, 2. ENTER TABLE 1 ON SHEET 22 W AS,D. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HE-IGHTI. 3, ENTER TABLES 2 OR 3 ON SHEET 23, WITH AS,D. DESIGN PRESSURE RATING AND STOMA BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP S BOTTOM, OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B 6 O) INSTALLATIONS S A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING 4, ENTER SCHEDULES 1. THRU 2c ON SHEETS 24, 25 & 26 W1 A.S. D. DESIGN PRESSURE RATING; LW(IMUM (MULLION SPACING BAAX., 12', B' OR T7, AND OE7ERIAINE IUOLIMUMI MULLION SPAN (HEIGHT) I71ALLOWASLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN LG„ G) . G2 8 G3 ), MULLION TYPE 8 MULLION ORIENTATION. 5. SEE SHEETS 10, I OA, 11. 11A, 12, 12A, 13 S I.M. FOR MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING QRAPPED).OR WALL MOUW INGS OF MULLIONS IWO CONCRETE FOR A GIVEN MULLION TYPE (tG3. Gt , G2 A IG� 1, PROCEDURE PER STEPS 1 THRU 2 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES SEE SHEETS 20 S 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO wnnn meat cro, ,.•..,e« E' C O 1NC' Rolling $huller Syelem armlls .o A wc.n•wc co.r..v. EXPERT SHUTTER SERVICES INC. c•`c 11 It 00.1 Sro.l. FL 1.se• l0a�fu 4 ! •. 5•f I' . p$5 SLAT PERFORMANCE CHARTS IS Ib lb' & IC: (ONLY VALID FOR 112" SLIP) FOR AGIVEN AS.D. DESIGN PRESSURE RATING (pal), PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR WKl 1, ASOYC INCICATED 61AY.. SIFT SPANS MAY BE 4ED AS LONG AS ANCHOR SPACING SCHEDULES O`I SHEETS I] U "E INCICATE THAT AN ANCHOR. SPACING IS AYa1ABLE FOR 111E CORRESPONDING SLAT SPAN AND A.S,D, DESIGN PRESSURE RATING, 2. RECUIRES SICE WUIS FASENED TO E)OSTING STRUCTURE tv11,I J/eb NW1K DOLT J ANCHOR CR 5/16'e TAPCON %L ANCHOR, INTC POURED ON R TF OR GROCT f:LLED CELL CONCRETE BLOCK.- OR WITII 1/4c T K SCRLW AT MULPJNS COn NECTIOH. VALID FOR WALL. MOU%TIC. TRAPPED MOUNTED, ANC Bu'LD-OUT VOUHTED, .T, MAMIAWA S, , SPANS FOR (TaTERNEWE LOWS MAY BE DETERWhED BY LINEAR N ERPOLANON BETWEEN END YALUE5. 11L.I.. 6 LU WG C=E (Noe Nge SacutY Ilortleune torte NSf" c xcn ra.eco .r ^ I o u} I l u. S 44167 I V l " IL ECOLNe, Rolling Shutlee System o,r uoe *vrc l",.P� rao cw,xo cori.vr EXPERT SHUTTER SERVICES INC, wrz sr v..2 slce. 41fR. %iWTp Mv.,::CN)1,5.4:T4.,u (ifl� L NATJ a °r, aca o• i : �:> s wNi n >a WALL MOUNT BE9GN SLAT SPA' RANGE RALNB 0'-4' 7 > 4'-5' 1 > 5'-6' 1 > 8'-7' } > 7'-9' f > 9'-+2' 1 > 1Y-16' i > 9• 9. 9. §A....__ >b_eo 9-' 5/8'.. 5 5/8_ TRAPPED MOUNT ' SLAT SPA! RANGE R41WG RAM (Vy G'-4' t > 4'-5' f > 5'-6' f > 6'-]' t > ]'-ff i > 9'-12' t > 12'- tb't > 16'-20'1 141-W 9- >111 140 9' o' BW 11.0117 MOUNT SW "SPAN— C � ISUIT SPAN FOR A &S.0. DESIGN URE RATING SHALL EXCEED MAX. SLAT INDICATED ON SLAT RLUMCE CHART ON 15. b. DSSLN SLAT SPAN RANGE fY3.95URE Cie CE) 0'-4' 1 E� IS.; > 4'-5' 1 > 5'-6' t > 6'-T 1 > T-9' 1 > CE El E Ey7 E CE E� CEO E� E E) E?i F� Ej CE,?, fEj. ,. ]4n 9 9' §" §�._. 9" 9' 7 §' 9' 9' e^ g• §. 0. 9" 9. ._ _...._.. ]"- >m4 Tao 9. ..._- §' _ _ 9 _ 9" 9 9' 9 9' 8' 8' 8 b tJ2 6• 6" s S 8 } y�g _ -.. ___ _ _ ._ 9" 9' 9' 8' 8' b' ]" Y 5 5/E 6 3/a' 8 3J5` 5 5%IS' S SJd' 3 5Jd• —�... ___ —... -_.-- _' r' •�\CENSF`:'9 v, � e i� u S AL I V i� U l !!,US Tb }• ,A�= IL EC O Iwe. Robing ShWur Sys{em 6F� i e n[r EXPERT SHUTTER SERVICES INC. °"[ STAii C ••• �v ` sw_ ea^ • 5 -0! i [..w.«.a. L.'q mmn. a» „ .., '27 a41 G�•__ _ s„m ,a or x wAt.I Mill INT SLAT SPAN RANGE wic GIIIEE(WI 0'-9' 1 > 4'-5' 1 > 5'-6' 1 > 6'-7' 1 > 7'-9' } > 9'-12' } > 12'-16' } > 16'-20' } MO 8 e - >106-12E 3 314 TRAPPED MOUNT wm r 4SA SLAT SPdN Peu!`c A 0'-9' T > ;'-5' 1 wrc[fw'1 > S-6' L > 6'-2' } > 7'-9' } > 9'-12' 1 > 12'-I6T > 16'-20' 1 6 - -- <_ 3f9 _a �.J/a 3 /1 .n-i60 E" G 5 3 3/9• SLAT SPAN Cc= ILIECO EONSHEET T SPAN FOR A S.D. DESIGN LOAD ig EXCEED MAX. N INDICATED ON FORMANCE CHART 15. QUtilus WALL MOUNT p[51GN SLAT SPAN RANGE PR6SURE > 6'-]' 1 > ]'-9' i > 9'-1T 1 > f2'-Ib' } > R.ViIX (p.uf.) _ Mo 9 5�..__ 6' 3 tj 2` >nt-cc .. __ ....___ _.,._4 Y2L, 141-M _ ofi-uo g• a 1 J2• TRAPPED MOUNT SLAT SPAN RANCE PP£i9 R INiPIb 6'-P 1 > a'-5' i > 5'-6' 1 > 6'->' 1 > 7'-9' 1 > 9'-13' } > 13'-I6' 1 > I6'-39' t RINGG (puL) >v-m -. 6- .. ._. w __.. _,.... c 1/2' >tll-lo5 6' 6 b- 4 I 4 112" t05nv 6' 6' S 1j2" a'- a I/2 tat -»a 6• 5' < lj<- �SJ4 ._. ... __ ...___. ._ _ Al III 2lll IT AV lTKFr SPAN f t NOTE. MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. AS0. DE5r..V SCAT SPAN RANGE G MS FE O'-1' i > 4'-5' t > 5'-6' 1 > 6'-7' i I> )'-9' 1 _ s �ya 9'-12' 1 > t2'-:6' i > 15-36' 1 RAN9[ fo+W lE) (E2 �E) �Et (E (E lEj ( Ej Ej (Eg �E) JET tE� ,E) E� (E) .. f/2' 4' 3 1/T'at_ao 6 £' ' I'li. _6__F6 - 6'"'4•6' 5 j2 5 /2 F` 6 6" 5 5 1J2' 4 1/2 6 v :/2. 5 Ij2 5 j2 12 5' S 4:' 4 _ ,� S i/2 S 1/2 5 4 1/2 d sja' 3 3/4 - - .4 - .. - ._ S i/4' ""'— '— —'— SCHEDULE VC: (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4 > 4'-5' > 5'-6' > 6'-7' > 7'-9 > 9'— 12' > 12'-16' I 12'- 16' > 16'-20' > '6'-20' (.f) Vx Vy Vy x y x Vx Vy I Vx Vy Vx VY VY) 5 30.0 1. /3 765 238 135 80 999 240 1390 30 300 >31-40 10 80 ion 386 440 140 lAn 82 2 1328 320 4 400 >41 -60 10 120 150 509 210 270 C '3 3601 i962 480 2553 582 >61 -80 10 160 11111 767 280 100 60 1 5Q-9 480 2422 0 2547 -- 9 - 6 596 1142 >81 - 105 - -- 123 .- - -.- 210 - --- 711 31-1 368 t372 473 2009 591 2492 > 106-120 313 — 240 --- —88i 360 1345 420 --- 64— --- - 2112 0 >121-140 552 280 1001� 420 1612 490 ...... — 2039 635- >141 751 320 1 4322 a 4 0 1 873 56' SLA' S-'AN SLAT SPAN DEFINITION THE SEE 7AS S-IZET FMYs dry VALLES, Vy SIDE RAIL , -�vx Vy Liyl. E C O'.c. R.IM9 Shutt,, Sy stem EXPERT SHUTTER SERVICES INC. �Ql i2 m PL mxc =S331A83S5 /or t•a wa16Rs Jamus 6bgPa N ,aYrYL sn1!1noN )Li.K Y ai r;a�lr aJ tlbry ]Vi PaOu( -a Nl C �3�i1 Jr G'Ji:t Stq' J d3!!u3 Iv' WA." lids+a LHS I 1 31 3 ° c 3^Is of 3H 1? 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WALL MOUNT & BUILD -OUT MOUNT TO 2"x4" WOOD STUD ISEE DETAIL 1 ON SHEET 20) WOOD GRADE n''Z6msu°i SLAT�A4 PA'xE wn p4 b s'd' • e 30.0 a' SOOiIIEw4 PINE 40 --- �•- •72 000G�-FlR-SCLNH > 30_0 G• PRD:E PINE-FIR-E00R{ iG=0.36 WALL MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 12" PLYWOOD (SEE DETAIL 2 ON SHEET 201 Am SLAT SPAN RANGE WOOD GRADE ""^�""� pm!'>(m5�>Sm6`>6b7 � 1 •>7bg �>gmty $OUIHERN PINE COUGVS-FIR-SOtNH _ 6' S' s ad 6- G fi' S J 5 )a a Ifa' } 'G=0.76`-SRN BUILD -OUT MOUNT TO 2"XS" WOOD STUD WITH MINIMUM 12" PLYWOOD (SEE DETAIL 2 ON SHEET 20) SLAT SPAN RANGE Yl000 GRADE per" > (s> wrc ax > Sd ' > 5-]' ' > T4 > g-Ip wn• a �wn.i...an. c tu+n. ! wn .nc wiw+..Cl �e..+•F° - _._ _. G-_ __ 6' $OUi41ER\ PLv� ;72 a0 r :_:^ E G- - - —._ . __ (h:DCIAS-FIR-50UIH . JOA 5' G- ,�- (C=0.461 7Pwii qNE-HR-SOWN 40 G 6• 6- E' F' G' 6 :/;' S 'i2- 5 t12- 5 1/2' a t/2- 4 1/2- a 300 6 G' 6 5 E MFOR SLAT POD A CEXCEE LOACR ExCEED MN(.RVA14C ED AT, NCE CHARTSET, `\�EN,�. �:9 "•p- I c:an taco .c co Nautilus 1 4 Rolling Shutter System EXPERT SHUTTER SERVICES INC. °i1r PW' SI..U�„ fl NSIa J i SKS1 ]I °1 i! �'s MEASURED IN BETWEEN CENTER UNES OF STORM EARS IN FEE OR FROM TIP OF SIDE RWL TO CENTER OF STORM BAR. i TIIIS REGION IS ONLY VALID FOR INSTALLATIONS I OR MORE STORM BARS PER SHUTTER, F;THIS REGION IS ONLY VALID =0R INSTAL"T10N5 1 'N/ 2 OR I4ORE STORM BARS PER SHUTTER. Nautilus Rolling Shuller S! 1176 Sg. (n) STORM BAR SPACING "B' (M 3S' q' 1 IS' 6' 1 55' 6' 6.667' ]p0 _330 6DA_ AB.FD AEcC,D AfiG 4B.CD AB.C.D ABC�C_ ABCD _ AB.CA A CO Ad.C.D ABCD A8_C.D A6'CF A9,C.D AB,C_D hO C.D ABCD AB.CD A9,GA AB,C,p hbCO AB D ABCD ABCd AB_ICCD AS A.9_O.D ryB CEO _ �B,Cp A9,CD M1B.CP AdC.D_ AD.C�C AB,CA. AB.C.D AB_f.0 ASO S¢0 960 AyB CC ABCD AO.CA AB.C,C hfi.CD_ ABCD AB_C_0_ AOCA_ 0.6CD ABCD _AB CD AB qp ABJCDC AX.C.D AB.c,O_ A8C NBC 6DD_ _ABCD AB.C.O— AB.C.D ABCD ABCD AO,C.O ABF,D A,9,C,D =9.0 ABC-_ AB.0 DEB__ — A A A� - A _70D �B.CO wB.tA _".CD_ AB_CA 40 D —AO.C.D A,BiC.D —.LB —LB,O_ A a A A A__ AB.0 60A ABCD AB.yO. AB.C.D BC _ AID A A p _ A A 4 A A __ A -� ""� A !IB.C.D ABQD All ABCD Apt Ae,t _A3_C —A.3.0 _ ABC ABC AB.C„ AgC 4.BC _ ALB C__ AB AB.0 /yBC._ ABC Atl A A I110 00A 86.0 100.0 105D IIOD I11D IBDO 1'GO 00D ..—ABCD IA.9. IS0,0 AB.Lp AtlCO 0.BCD ABGb �6C6 - AB CF__ 4U,�D ABCD ABCD. AB CC A, D kO L.D AB OD A.BS,J AB.0 ABC _ _ Ab,C ABC 1pC -A ,>rB,CD ABCD A.B•C D_ 0.BA ARC 4B.0 AA 4 A _ _ A__ A —_ _ _. A _ _ 4_ _ q A A _ _ _ A _ A_ A A _ A A _ _ A A_ _A A _ _ = B.C.O A.BC.D _ AB C.p A,Bf.D ABCD _A.9.0 qBC _ _ABC AS _ A 1 A A A A _ A � - A —_ A A A _ A___ _ _A_ _A__ A AB.f AB ____♦ A'1 A _ A_ A A_ _n_ _ � .. A ♦___ _ A A 1550 I Got A B p A _ A A A _ = _ A ,^ABC aBf A ANCHORS TYPE LEGEND A 3/8"e CNtSOf- STEEL KAIK SOLT T7 EXPANSION ANCHOR W/ 3 1/2- W,. EIABEDMENT"' h 5" Mir THCK JUREO CONCRETE (!S - 2WO pii) B O/B"ea 1/6' POWERS CALK-114 ANCHORS W'/ 1 1/4' Yin. EMBEDMENT* 70 POURED CCNCRE7E WC = SC00 psi) k 3/8'0-I6 MACHINE SCFE s C 1/4'DA/4' 4_L POINTS 50,O-SEr ANCHORS W/ ➢/b• Mir EA'BEOVENTZ 10 POLRED CONr_ROE (I', - 3^OD psi) i 18-8 SILAJNL STET MCKNE SCREWS D 5/16"e ❑9+/601LDEX TAPCON ANCHORS WJ 2 1/4' Min. EMBEDMENT* TO PCUREO CONCRETE (1'c = 2899 psi) • EYBIDMEM IS BEYOND ANY FLOOR / COUN6 FINISH vAi [m STORM BAR SPACING -a- (ET) AB.C,D ._,. A6.CA Adp.O AB C D� 46 CD A,9 Co AB CA AO ABCD A --- 0.d ApL Al0 A9.C6 AB.L.O -0.BC0 AB�fI " __e�0_ A9CD A9,C A 4 • -"A 660 �LAF,D _Ap,L D`_ ApC hB.0 __AdyC _A A.— A _ • A _ A__- A A �_ A A l0.0 AB_CF_ AB._` hB_C _ 66A Ap.C.O _ AD.0 AB.0 _A.B _ A A _/, --A A -7-- ID _ A A A _ A - - - A 76A A9.CA A.B.0 A A_ _ A __ A A _ � A__ A A _ _ ._...... B10 ABC__ _...._ . ..........._ A A _ A... •• ._- _..___...... _ AE A A A A A 1000 101A 113A _ A _ A A ___ A _ _ _ A A _ A_ ..A— ATAMA _ A. A A 1q.10 _ A A 4 - ) 1D0.0 16D0 A A - — RGRIDA BUIGNC CODE (N6n W36 Yeb<ilY Ilunli<re 26r�a) uCENgF•;✓y%; G"is r44f> ^K NaUtIIUS IL ECO,,,D. AL Al Rolling Shutt& System w,ric7s �-,p��r\r ; * - ; nm rLsnw A m�.LL.p�o.r.... EXPERT SHUTTER SERVICES INC. iiA1EDF 1 eAi1,,.,<y u ""ci+r _ c16 s.. su.raL ne..[ I"'"s FNv..o•Y noro. Lr ) ::.Ly Ia SCHEDULE1a FLOOR TO CEILING (TRAPPEDI MOUNTING MAX. SPAN (R), FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p s f 1 & A MAX MULLION SPACING fR) MAXIMUM MULLION SPAN IR) U4W.114'MULLION GI-4WAI14•TAULLION §2-rd III 1HCN MWLUON :Q MULLION SPACING: "S•• SCHEDULE2a WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN AS D DESIGN PRESSURE RATING (P S F )& A MAX MULLION SPACING (F7) MPXIIAUM MULLION SPAN IR; YNunv ©4Y61IWMULLION Gl 4NBYIW MULLION G2 4'47'41K'TKC, KUlul (�N'c r.�......... .. .�. ____.__. ._...._ MVSEIMULLIp 'MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX ALLO'NABLE SLAT SPAN FOR THAT AS O. DESIGN PRESSURE RATING SMALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. - ' `• i 1.1 Npf: •;✓y %. FVMJ 3JQ^DlWI FADE (N4n H�4t' tebn;v IWrt:eane Zyu a wn art<o �w w N Q u t I U .S own v. Rolling SNulle. Synlem :anc/•s • • s mu. ¢vm^..„cwnnwNca...„. EXPERT SHUTTER SERVICES INC. . C yiN„:In-� e.. lii^�'w�• t II `wl.Y s:x[a )�� • .aJtsyt�tr'�n C. 'L(W. a / yeY �:ONi ra a0:11 :p; �' Yy •JYjIDl4t GSI! `I FL[t m 3t y � bRblb I I' �� i.bb I b 1 Iwla,l I Sddd�+tl 9x iq i "� ICI I I � •^�' _�. •iq I .I .'4si ala, i � A �S IS a YYY -gym I I I I�Iw' c E G ? I I t c >. So I �. 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