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HomeMy WebLinkAboutPRODUCT APPROVAL11/52015 Florida Building Code Online / FloridaD"'tmentof Busineska Professil Regulation C BCLS Home I Lag In I User Registiat on I Hot Topics I Submit Surcharge i Stats & Facts i Publlcatioi o Productl USER: PublicicUser RECEP,"D JUL 06 2917 User BY St. Lucie County Product AOProyal Menu > Product or Application Search > Application Lrst FILE G 0 ®y 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 Receltc - AnnlicnNnne FL* Tvoe Manufacturer Validated By Status FL389-RB Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory: Accordion "'­ r worm.w ..drn wmn vu mvmweu dou fdUHvU uy me rwc dnwor one commission a necessary. Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records, if you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, wntact the 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 email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dI& here . Product Approval A.Ists: ® ® eClecX im CVeditSArFE https:/IfloridabLiilcring.org/pr/pr_.pppjst.aspx 1/1 ACCEIRDION SHUTTER I.FARMING BERTHA O� � •.ZW�Im FOR CWIN /WRDICE MM 1xE ws (SW EwO) of tHFOf�DE A N SHUTTER MALNot axKMQOM DESIGN WWO UMDS SHNL R DETfAYNED AS PER SECRMt 1620 N THE ABOVE MOTIONED CODE FOR -A BASIC WHO SPEED REBATED BY NNE JUPoSDCDON M SNUGFR RD, BE INSIIIIID RW A DNECEIO11W1'/ FACTOR K6-0.63. BRING, A9:E 7-10 AND S,, L NOT E%CEED THE'YKKNUM (NSA.) MESIGN PRESSURE RATINN ONGTED. ON SNEER 11 WIN; 15, 19 A M IN ORDER TD VERIFY THE AROHE CONDITION. ULTIMATE DESIGN RIND WINDS DETOURS) PER AXE 7-40 ;DOLL BE REST REM= TO ASV, DESIGN IRXG UNDO BY 1 Vvv*Ic THEM RY 0.e IN olEERm COMPARE THEE W/ MAL.'OA ) OEsM PRmmE PA71"as WOGIED oN SHEETS 11'TYOM 15. 19 A 20, IN ORDER TD VELY THAT MPONORS AND ANCHORS W THIS RED. AS TESTED. RTRE NOT OGER SIRESSED. A N R INCREASE 21 ALLOWABLE SIR55. FOR WHO LOADS WAS DOE USED w TIw AIALYS6. NORRYM A WIND DURATION FICTN CD-1.60 WAS USED FOR VERIFICATION of FA^tENE16 IN WOW. BERTHA FLY. ALWIBDN SLITR SYSTEMS AVVMC'Y FOR RIND ARID LARGE MdSAE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE MIN SECTOR 160.1.2 OF THE AD Pi MENIIONFO CODE AS PER AR RFPOTRII -ERA BLADE O /0214D1-03. /071sN-H11, /TN4Dl-05. /1214.ol-M I0317A1-N. /0509.01-10 AND /0210,01-11 AS PER TAS-MI. TAS-202 AND TAS-2N PROTOCOLS AND As M E-1888 AND E-t995 SINOVDG (RSSDE ILYE. 0. BOND 2 1. 2 e 3) a /f=.01-10 A9 PER TAS MI, 2N a 2W PROI0N15 LARGE 10591E -W WOODY BLADE ® /050D1-08 AS PER ASIM E-1886 AND E-1896 (MISSILE Lflfl, 0. WWD ZONES 1. 2. 3) BASIC PDOTWGH BEET NID j DWI.01-8B AS PER TAS 202 PROTOCOL 2 W B.1DE0 AND W MNNW MADE ® ARE EMNNERED TO WORE IN UNISON WITH CHUN DMBR UNDER THE GENERAL 1AOTA1WR6 AND CONOTRINS OF USE INDICATED ON SHEET 18 3. BERTHA N.V. AWOmIDN PM (H Y SNENSN USED AT WAGES K NVOOE AND FM DIRECT YOVNT CONNECTION0 TRACKS SHALL R /14A275' AND /14A1.76' REWECIRE.Y. 410- IRNDIUM SORES VA STEEL 5NE95 ARM I35.0 Eel YIELD STRENGTH AND IM W TENSILE STRENGTH: PRO S1WL BE COATED RAIN BVaNk W DAIROSTEFD COOING SYSTEM AS WNU RED 8T APPINOLFD GDATPIG APPIKAlORS. REGISTERED NON AFIRFAN SHURER SISMAIS ASSMAWDR, PINS. MUST BEAR WE W MNDSNG IM T IM READ, 4. ALL AMMHUM EAtRM5I016 940E BE ALMMIM ABeOCAGN ALLOY'ANO TF]MFR AS INDICATED ON. SARIS 2 AND 3. MINIMUM TELD STRENGTH FOR 60 3 76 ALLOY 6.30.0 W AND n7 Rol FOR MS-T5 ALLOY. S. ALL SCRBY" TO BE SNREF STEEL 3d OR 310 ART sums oR CORROSION RF56TAVT CGTED cAROAD N STEEL. AS PEP ON DRIB RTH SD AR MW. VIED SIREHCIII AND SIG m YIN. TENSILE swONON. AND SW11. COMPLY W/ FWRAA BWDNG CODE SECTION 2411.114E & BOGS TO BE ASIM A-3O7 CAWANDED SIEII. OR Am 3 OR 316.SERIES STADG E STEM MM 35 W WMYUM TOLD BBffiNGTH, 7. SEE THE FOUD6NG SHEETS FOR ANCHOR SPE4FiG1b15: W BLADE OP = 12.13,14,M AND 20 HJ BADE IQ & B MOIA9G N ILN60FH: 12. 13 A 15 & TH6 BERTHA KV. AGURWwI 9IURER SYSTEM BEARS A US PATER jS-MU8L WMPONEN6 OF T10s APPRaNA ARE MNpNED. W RH01E OR N PART BY US PATENT /545B.179 6STFD To EUIp2N VEAL S . INC 9. IT SHALL BE THE HIESPONSIB6RY OF THE CONTRACTOR TO VELA• THE SOUMCNEES TIP THE STRUCTURE MERE STATER 6 TO BE ATTACHED TO INSURE PROPER AADIO(VCE CONIRCIOR To SFA/GUIN ALL SHUTTER caHPONEME CODES IMM REMAIN GIRL FAST}HWC N CONTINUOUS CONTACT LOIN THE ITADOG TO PINfluc MNG/RAM IRNUmK to. EACH UNIT MUST BEAR PERMANENT LABEL N A VISIBLE PACE MIN WARNING N - DURING PERIODS W HURRICANE WARNINGS NODE MUM IEUUR, W OT ER& RUST PdIRR.Y OAS, AL W AND H0 CE TIDPWIF5 AND ENGAGE OR LWK ALL W AND. HD L 11. SHUNTER YANUFACTURM MM SHRILL BE LOCATED ON A READIY MBLE HDV.BON AT ACCOROON SH TEM N ACCORONRE RIRI SECTOR 1710." OF MR®4 BBLDWC WOE DINE LABEL SHALL R NACTD' FOR EWER/ OPINING. 1ABEUID To.COMPLY MIV SECTION 1710.82 OF THE RDNRA MUM ME l2 BERTHA KV. AccMC;o N SHUTTER GVRENT: I6rAuATON WWL COMPI.Y MM SPECS; oiocA D N TN6 DRAWRG PUS ANY wL%NG AND ZONING RE'GUTAlGNS PIHDN®ED By WE AwISDCBM %RARE PERMIT 6 APPU D TO. 13. (a) THIS P.EO. PREPARED BY GINS ENGINEER IS GENERIC AND ONES NOT PROVIDE NNI61AMOR FOR A SITE SPECIFIC PROECF La IWIEE THE SITE CONOBONS OUMIE FROH THE RED. (I) CONINACIN RO BE RESPONSIBLE FOR THE szUG DIN. PURCHASE AND INSTALLATION ralmG ICE SAFITY OT 1105 PAt'lOH1CG, HA,TD ON T, PEED. PR01Mm R/, E COTS NOT OEMM FRAY THE NMNpHG WAILED ON TELLS DOOAENT. NASIRUCOON SUETY AT SITE 6 ME (21HiP.1l'IOR: RESPo{9®IIIY. (c) WZ P.EJI.. WILL BE CON SDEhD DNAYD IT ALTERED BY ANY MEAN& (0R SITE SPESHALL PROM33 SABE PREPAID BY A FIDHCOREGISTERED FNmTDt OR AACNTECF MIDI MLL BFNTHEYE TMH Dt W R&roRD.(EOA BM TE PRWECT µ0 WNO MLL BE R�6TBlE FOR 1TE PRPER IRE CA Tff PEED. FNG9lEIIL OF RCIXL. ACING JS A DFIE6ETED FT81VFIIe 10 Tff PEED. EIN#.11A 5T441 S610F'!O RIMS U11EER iR 511E 5➢FCfIC pRAMNO NR RE71EiY. (e) ORTAL PZ:0. 944E BEAR IIHE OO1C ANO.OBgNA1 SEAL AMI SIRATOE OP TIE PR9E1S9DNA1 EHGWER O REL9A0 TAT PREPAID R. ILECOis, o. TIWT 7ESTING & ENGINEERING COMPANY am wx J 5l: a JUL 1Aceq u Rom4 a Pnna : (1mPI1M-fsM . H21 : (ws)en-1uI f: BLLmoael.cwn 0 OUR WALTER A R p" PE F10fd4 Mc /RIB) TABLE OF CONTENTS GENERAL NOTES SHEET 1 5 u1E11 COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENM 21�7 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WrtLOW BADE & MIDDY DETAIL AREA 7: HV BLe E (D AND HV WINDOW 81 ME-0 (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATOR A NOTES W LoO6 STEW 5 INSTALLATION DETAILS A-F. CONCRETE/0.00K SHEET 6 INSTALLATION BEGINS C-M. CCNCRiE/BLOCK SHEET 7 CENTERMATE DETABS W SHEET 8 CEZBE MATE A.TENNATNC DETAILS W SHEET S., END CONNECTION DETAILS 1-6. CONUHETE/NLOCK SHEET To MAAMUM SPAIN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE A SUCH SHEET 12 SCHEDULE-LO ANCHOR CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE R SUCH SHEET 14 ANCHOR SCHEDULE- WWD STET 15 'MSTAUATNIN DETAILS M-R. ROOD SLEET 16 USTAJATRW DETAILS S-X WWD SHEET 17 ENO CONNECTION DETAILS 7-12 A K. WOOD AREA 3• HV WINDOW BLADE I% SHEET ITT ONLY TYPICAL SHUTTER ELEVATION AREA 4: NV WINDOW RI ADE (f) ONLY SHEET 19 INSTALLARON DETAILS, REGAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AwS.S.A. Annerlcen Shutter Systems AsliodatfDnA Inc. 4268 Westroods Drive West Palm Beach. FL 33407 IRA 2013 EASTERN REAL SUPPLY. INC. TA Accordion Shutter Systl MAX #1 W/ OR W/0 M. WlWN SAD D6YAFI1P1 dR DPRM 81: Mt OLD i1-192 4/13 I5 MR: 4 13) DRAWING No US PATENT 8 )NS OF USE OF BLADE,® ON SHEET 19 606}T6 ALLOY AND TEMPER I L3h�I - � I ' 8f)• a6a• � 6R1 1.648• 77 HV CEILING HEADER FlED FOR U9E NOW / FR BLADE 1 ONLY, SEE SECTIONS FOR VAIJD 6063-76 ALLOY AM TEMPER 1@ SIDE ANGLES QUALIFIED FOR USE W/ W BLADE Q NU-76 ALLOY AMp TEMPER g °Tt A,v ' OHY UNNERSAL FLOATER OVPiJFlED FOR USE W/ NV GLADE(!) 600.6-T5 ALLAY AND TEMPER TEMPER 1® HV HEADER/SILL QUALIFIED 6pFFOSRTUS�G W QLMe E 1 ONLY ALUMINUM ANGLES QUALIFIED FO$ USE W/ W BLADE I ONLY, 6063-16 ALLAY ANDS TDIPER 9J6' 8J• BT0 ss 1® HD CEIUNG HEADER/SILL QUALIFIED FOR USE W/ HV BLADE tO SEE SECTIONS FOR VALIDITY. 6063-TS ALLOY AND TEMPER COMPONENT A R TI TS © Y 5• WC I/e• 1/e• ® 2• 5. 1N1L Q192- M192' ® 23• Y MA e190• DAW ® 2• 5• LLR. 0.139• 0131- IL ECOENc. TTLLIT TESTING 4 ENGINEERING COMPANY 508 NW. JW A WL NAM WW6,ILitlw Pnme.: (3961aT1-13J0.. FED: lJD9M/1-ISaI .- a ml.eoDaacan m�wDT,a FlaRM Mc) HI61 QS HV 90'/t8Q• STARTER r:PED F�OR USE W/ HV BLADE(1J 6063-TB A40Y AND TEMPER 6)a• .gar °°°• a ' 1 - .eDo O9 HV TRENCH TRACK OUAUFIED FOR USE W/ NV BLADE Q ONLY. 6063-TO ALLOY AND TEMPER f T t r z' An' 3 3' 0.0 C CORNER POSTS UALIR FOR I1�SE W/ w BLADE 1 600-M ALLAY AND TEMPER A.S.SmA. American Shutter Systems: Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 INA @HV RAINGUARD QUALIFIED FOR U(7E W/ NV 6063-T6 L�OYEAApi TEMPER Ej Hurricane LOWING No 15-085 C PLAN Bialf 0£7AT104. LOCKER FOR 'TM LOCK CENTERMATE QUALIFIED FOR USE W/ W BLADEQONLY Ww-T6 ALLOY me TEMPER 97 OB]- zta �10 ® LOCKING RODS OUAUFlW FOR USE W/ NV BLADE 1Q 6063-T6 ALLOY AND TEMPER 4INSTAUA00N WILL REQUIRE A 7/16 a7 g ° e LOCK C OUAUFlF � FOR ALLOY/AND TE ERE 1 ONLY M E 6OG3-16 ALLOY AND TEMPER all ® HD CIENTERMATE'S QUALIFIED FORLLOWW/ ER & AYTEMPER J L1/SY QUALIFIED FOR USE W/ W BLADE© IL ECOfN.. , TILLIT TESTING & ENGINEERING COMPANY Rps : (363f6)t-1310 . Fm. � (SWb71-1611 .-mw mleewaoTam l¢BW6719 nIEIFTI AIW! Jt.PE iltlml. MC %NIB) n O°O O BaA• D° _ NV EGRESS LOCK QUAUFiWjO R USE W/ W BIAOEU$ ® ONLY. B -AFTER R 0 BEFORE RNETTNG I7mR-T].AIL°e 17RfL rlwca <,.: 9Zp. As IEY ARMY Yr ONX mraOf q9R 7tK A aR mw. RNATIVE LOCK FOR USE W/ EN DE Qt ONLY. THV116116C1 IXUN6ER O0. KEY CTlRlllm ® HD LOCK fE RFFfHT NAMIPAE 1101116E LOCI6 SE6FS QUAUM FOR USE W/ LLV BLAB A.S.S.A. American Shuffer Systems Association. Inc. 4268 Westroads Drive West Palm Beach. FL 33407 HOOK OOLT LOCI. : Accordion Shutter KV. RARE p1 W/ OR W/0 KV. WNE WINO No 5-085 SHUTTER ASSEMBLY SCHEDULE FOR HV CT�. HV AA 10 HV BLADE 1 ® HV BLADE to ® HV LONG RECESSED NYLON BUSHING ® NV SORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER © HV WHEEL CARRIAGE AM 302-303 SERIES 0.870'K3/16' THICK NYLON WHEEL M188'0 ALSI 302 SERIES S.S. RIVETS ® HV 1 3/4- ACCORDION PM W/ B8 HEAD ® NV 2 3/4' ACCORDION PIN W/ 88 HEAD R ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV 6A BLADE. (2) HV PIN ® MAY BE USED IN UEU OF 0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF KV ACCORDION SYSTEM W/ HV 1O WJ24' BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. a (3) HV PIN ® OR ® W/ 1/2' O.D. 1/16' THICK S.S. WASHER TLP. O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'B> SHEET EXTERIOR A BLAUCB KMICICE Om) 2 um �L' I. EXTERIOR RV NN, OR AT E OR BLADE'S KNUCKLE. (ME Ron • roe REOUIREYENIS) MEMBLY LAYOUT M HV BLADE SOLID & Q HV WINDOW BLADE DETAILS N.T.S. ILT-IECO TIL1R TESTING a ENGINEERING COMPANY am m am. a. a. m vaKw rAmars nad a: PAm.: (Na)anl-Rsw . re+: (b3)Q)i-Ixtt .-ma2 eNmoeercem FB-OOOK)19 KAIIfN 4 elllf Jr. RE nMa, Ilc / NIQI BLADE MI. ....) AFRO .O6w OR SABIC RESIN NOTE 'F ON SHEET POLYCARBONATE SOURCES FOR *zva r®oKET vnnrae s9.am r®z: m nr>aeU 9[PIC CDaNN raRs4u KN mm 6W hA^� PW] ®/w'. mac wn slfymN Am 4H enm o.>• esm v..t Pawx auaco„a m9 Am 9so r)xo v+A :Amo v.a amid, Kmuw eemm ..w 9Lv9 aARm v.A Y)Am v.E wiom am Ary Sae .e a-e� n rr-e/ s.va man Am mw maz euzKu 9a[ v mmm<.cc Am om9 aan o-r aAn au.KAna un o.m o-) o.oT w• mK.z srmv.'w Anal A9K a¢ mm v++ ma W meKE a� wc.m�am At1K m net v.� r w S A..S.A. Aenertean Shutter Systems Association, Inc. 4268 Westrocds Drive West Pa1rn Beach, FL 33407 OR W/O KV. Hurricane �.®m�•®wQ.Qm TYPICAL In HHV BLADE SHUTTER ELEVATION N.T.S. -791 NE HV LOCK ®a ® SHALL SE USED AT 1/2 OF SWUM SPAN FOR ANY OF SHVIiflt S m MR SPANS UP lD 105'. AND MR INSfAL��TpN$,�T MIT MAY BE USED AS AN INSIDE OR OUISDE lOP(. ARACHm TO �Jl OR Q..� x 1/2' LONG FLAT HEAD S.S. U.S. LOGTN7N OF LOCK'SNALL EE AS INDICATED T PURPO'FS, UP TO TAO W OF tDPS TO CELBERYAIES NAY ALSO BE USED AT STAGIONG POSITION (NON HURRICANE POSITION). !. ONE NV LOCK ®StALL BE USED AT CORNER CEMER SPAN ANO D6fALLAT1®®016 AT II(Y OR 0 LOCK. ATERW h BOTi`011 SIWI.NBE USED.�La�1N �F LOP( 51tOLL BE ASS CAIEO �N lY%GL SNUT1Elt ElEVARP� ®- $ INsTAELATIONS AT ANY ELEVATION. ALTERNATE LOCK Q§ MAY SE USED AS AN INSSE-OR OU@OE LOP(: ATTAGIDAW OF 1/4'4-20x3/4- SS THUMBSCREW To 0 OR @ CFNTFRWTES SNYL BE MADE W/ 1/4'A-20x3/4' ALUN. W,- RNNUT AS SHORN ON SECTION HVE. SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF 4iUfIER SPAN OR LWD C x LOCKS AT 1/3 OF SHVNER SPAN. 6. ONE W TOOK ®w ®°r ® SHALL BE USED AT 1/2 OF SWUM VAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1 2 OF MUTTER SPAN FOR SPANS UP TO W. AND FOR 06 LLAWNS AT ANY ETEYARON.W LOP( ® w ®® or® MAY BE USED AS AN INSIDE OR W DE. LOCK,. ATTALNED TO (D a SYNMETRIRICN. CDOERMATES Wf (2) t/4'-20 x 1/2' LONG FIAT HEAD S.S. US CATIO AND BOTTOM IN COtIBE RlElE1.INDODE D ON TORC�� Si AFTER ELEVATON. USE OF LCPUNO RODS ® W/ OR ® *NOTES ON HV "T" LOCKS AND CENTERMATESI OF CORNEA 1 CENIERMAIE ®: pNE M.TERNATE W _ROOM LOCI( NAY BE I IN LIEU OF W LOO(S OR FOR ANY SPAN AND I DON AT ANY FIEVADON: AL lE LOCK ��(AY BE i15EU AS AN OGO CR LOGIC ARACHMENr OF LOCK 6' INCLUDES UT13 REINFDRCING 6 • AS'sum ON SECIKM Nw, SHEET 9, Mick MUST BE CONNECLED TO CENIEg6(AlE4 q Mb � W/ 1/4'a-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' WIlGNUT OR W 1/4'0-20A SS.MS: INTO A 1/4'Cx 5/8' R~.. LOCK UAY BE INSTALLED AT MOSFM OR 12- VAMIUM AND BE1DW LIOSPAN. USE OF TWO LOCIONG RODS 0 TOP AND BOIOM IS MAF MUw. O LOCKS & CEffRMffES: 1. ONE ALTERNATE HD LOCK ® MAYBE 1® IN UEU OF W LOOL4 Qj OR Qj FOR ANY SPAN AND. ISINIAMNS ATQW ELEIs VAVARCN. M.TEANATE W LICK ® WY BE USED AS AN INSIDE OR IRTNRktCDdENT IN6 or As SHOWN ON SEMOMS Has- 0 HDC-Wc. SWEET 0 LOO( IA1Y BE MSVM AT IOOSPAN OR 12' M 1 W Gal' OR ADM MOSPAN. USE OF LOCKNW RODS 0 S'COIONETELY OPIONN. 'L E,COinc. TIWT TESnNG @ ENGINEERING COMPANY xe Ns xNx se. sa...m. vAvaA ate¢. Ntmmt a PAm•: tlm)I)1-t6F0: Fm a (3W)wl-tSJI .-ma mMa<eaetEara 0 e006)19 1 LTER DR HWIA R1R X. PZ G lic. J MIofi A S S A Accordion Shutter Syster ■ ■ ■ ■ HV. mABE, w/ OR W/O HV. _VAWON LADE American ShuHcr Systems I1YAeRaa GIN .. N.L Association, }ne. aD n-1s2 (ts/1s PIN 4/t3/1s 4268 Westraads Drive s No INC West Palm Beach. FL 3340T F t OTAWING No C E. SCNfDIAE a1/ SNEEr*) ElE J (GEE W9=!E oN IolW 13) QD HV WALL SILL INSTALLATION Mh.n11N QE crCV= I'-O U O.C. YIN. SfP WN1 10 WAS9 Isii YGaso : M 9NER 11) ©HV WALL HEADER INSTALLATION SOL SFPNunoN TO GLASS tsE E SONDIAE off SIAM III aa��aaOR, N���ras� ®. / IN 1• 1 1/P-30 NUR :O IT O.C. a 1/4 -ID NOR O IT O.G. PoONtD colld E SNEET 13) wE1E u+aaas ( uE aN WOUMED. HV WALL (T)HV14m) SILL INSTALLATION SHEErEQ HV WALL SILL INSTALLATION TION DETAILS W/ STALLA 4 rOA TYPK'AL SHUINn 4 E 0. EME OI5T111fE. SCOONS fAV 0E C011BNIEO (SEE SPEa01G1NM1$ tw SHEET ,� ' BMEBON S1107 119 i� HV BLADE, SUIT A N. 114STA M nuuars REDA EUWiNi CME(Hon Nigh Velocity Hurricane Zone o`P�SE?..:. /(r�l� `��:'•\,\CENSF •;9 -� = �i/ / (� A 5 •D' S A�F , T$ 9 - _ �N 4os:'••.......... �.``� -ogSy�ON�AL1ENo`" P.E. S I�i�iNATURE/DATE IL ECO A.S■S■A■ American ShuMer Systems Assoctaflans IOC. 4268 Westroads. Drive West Palm Beach, FL 33407 ® 2015 utsvEeI YEW. suoPL1. ox. BERTHA HVw Accordion'ShutterSystem NV. MADE #1 W/ OR W/0 KV. WiDWW BADE TIWT TES ING 4 ENGINEERMG COMPANY nal IIM, aia. se. so-. m vPuu uwa. eoa4 yr rt�w v (amJms_ISSG , Em : ryasJsll-1s51 ^^� gym^ MIU1 x VUR1k. Pa Tsams u` �'sr osscentd as aaNN m XL. 1 O1D 11-193 4 15/i5 oaa 4 13/15 x DRAYANC No 1 S—OBS s 4 ° SHEET E OF 20 a I ARE 1114]ICRS R ®• � J ---��lp1 Cdl� (SEE sOEFDIRE OR S1LET t3) IDma. S STIR; am ill 3 1. RR SAD F)0S101C 9.mm0® } 9 a�uTtmu ' I ' sxaEOR EY1511No I I1 m BB J v,x: n%. 0 12' a EDGE OF a AN(:i ORS ON 13) w raFuumE GUSS—•1 yuq.� , t/x �t E02 6 IF9UC{BlE I n 9n9am "Ppl'�E 0. / N.LIw' 0.� E � � ••�. s,m,aia�9a1 � ' 0 ®� COJCREEE� L uwm OR SHilT AN� TUT NEM CONKIRM ANCHORS O1wmm REQUIRED D.. a• (BEE KHMIE a+ WW 14) I TRENCH INSTALLATION AUD OM.Y FOR UP TO h70. -75 PSF PAD. O HV WALK —OVER INSTALLATION Q HV FLOOR INSTALLATION T �� m ��TR+c s FOR s AZ PIER 11 CG) HV CEILING INSTALLATION ~(w d�fa,F `vO w I0 Sa+tDUM IE OP BNEET 15) _ w Pnr 1» i/••D m,09llia lAathlN t FASNID i a [ASIe10—( i I wa W55--, OR 1/1b {NDS I 1/4' 1 CLISB aIAB$ mtwv A ant �{(�mata 9m 10 I IiRUN 119N411/ y,y aY 1FOR 1 0 '�4r0,[a9 CE ITRD, 6d £eRNa n r ae wR I.YCL4 nvN MO Ie V R.x Ni e MM MtNCMR R _ (iNJ ($ MYR N 196111 1/2 $ a. ' 3 oR © ♦. mn J 9 NAIL I B SVER ON aam snwEl •a/s NE>t Isis i + D 1z' as 1 e, 8 I' ,: ' .:.-•:....:% / 1oi NICNORB _- - b' •O II,3 a s-0S. l / - ' n r/ 1I.'•-200/r M 94 i , t/P �.. 1/CfA MBS OR 1/PO-20 W. W& / . k o lY YC N/'MR 0 B'''~'•�••: ___ _ ^l SMlf to i7w IB t/2' 1' ti 18 2.00vNa w11P1EamRuM1E 1 � IF s' FN. SD.S. >iw E•D 9W ' i) 5' 1) COECIEEfE NN310R5 SEEN E. 1J o B' O.C. t INWRm�'�r PoURED CONCRETE (BEE SUACOL E ON DN PW1RE0'CONCf1ElE CN s.,T, 13(b) •.• a . 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(WrOA) HDB_HVB our HOC—HVC r tax rn suEr i • SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) ® n'MMETRICAL HD CENTERMATES µ,/ LOCK (INTERIOR) W/ LOCK (EXTERIOR) t svecs s«. wsn� �* ry, 4p /!IQ(f WZ NME 1101 �qtl©1O7 tl e t .®tl 9QI W6£JC. P/M T fBiO. to �®v®, Ll-Q,®v WVOMIftD 0f •1Ca. OVNY �tiiY�� QIWA .ISr A6S ©.Q �©v©.O.®v 14 .1/t 7 �' l u i - LC01 TILUT TESTING k ENGINEERING COMPANY ®s ...>e. x m m, vv®m cvns.snvmt u Porn : (xs)mt-tsw . Te � (xa7en-uv a -ma: tmeceoaete� m-woerts W/MFA A 10.Mf Jr. Ra¢i� It f ItlWeT A.S.S.A. Amerlean Shutter Systems AesoclatTon, Inc. 4268 WestroaEs Drive West Palm Beach, FL 33407 Accordion H.V. SAM 01 W/ CR I 1 No —POURED CONCRETE OR CONCRETE tEOCI( WA REWIRED CE>m,MG OIAZ —r--5 �FXRfWG. GU r—i 1/T.' i tsE ,• 0.R 2 YAx /fop,/z• sxs. I ---- (AS 1/64U'-2• I - wYS e. I6' O.C. AWYINUY Cl1P Ilt O.C. ----- ---- 4 (WO To &tm) A NIONYAT (1) (,(M/2' S.M.S. ro 4 (s)t/a's TPFCONS .C.. 6'Nl. AT 1' OF lEI 5 OR Q,'I' t OR SWE ONNECaON t OR6 •®- MT 1. xP}}���2,, AISEE _.6 7 6 f .®. Ta Twfacs .6 1.8 .®- .®-0•®.(rt.0- 5� 1RAp6 ON•( -- _ �oasnllc cvs r O.C. IV O.C. L1 a CMCPOUND CONCRETE OR RCTE eEa REWIRED p( WAIT. REOUiaEO END CONNECTION DETAIL l� 2' �p �•®- END CONNECTION DETAIL 3 END CONNECTION DETAIL® • mows M spas acATm UVIN 1r-oIocuesm Ur MIN. W(DMOOR - OR VIoR(E)cR( 'w L y ♦ � �Sllia£T f PLAN ©� �e @-(Bm (@OR( • VIEW iJ. PLAN DETAIL X C�-00.0 �•®- END I S LLATION (1) HV BLADE OR b HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. -®® FLORA BUILDING CODE (Hon Nigh Velocity Hurricane Zone; ® 2015 PASWAN UOUL stmy.. me_ ITECOtxt. A.S.S.A. American Shutter Systems 71WT TESDNG h ENGINEERING COMPANY AssoclatIOn, tn0. else •1 >aw R SY. nos, �u crwOn. naml >)1 Pbn.: (x 01-1= . F. : (xisbTf-fsTf 4266 Wostmods Drim ®- rolo West Palm Beach. FL 33407 IkAE AtWDi PE nON4P Uc.. / PPI6T IAWMG Na 15-085 M 100P 20 MAXIMUM SHUTTER SPAN 'L+' OR 'I-' (N.). FOR INSTALLATIONS V1/ W/ ONE H.V. LOOr LOCK 0 or ® or or HE) LOOK ® W/ NO LOCKING RODS' or CEN)ERMATES ® & ® W/, ONE HV 'r LOCK ® W/11VO LOCKING: RODS ® TOP & 80TIOM SEE NOTES tttl 11uo4M .4I P� a? ) C0ICIETE h WOW MSTALRKNS WNL 110104I61G 'rIDW/t2JLa10 UIKNe1RtIG N IN t-w U L-oll 30 OR HV IW-0' 10'-0' 1 10-0" 35 14'-10' IV-10' 1t 2' 40 13'-10• IT-ar 14'-r 45 IX-1. f3'-I• IT- 50 12'-5' 12'-5' 55 W f .". 11'-P Ill-Y -4' 65 70 10'-P 10'-6" 10'-9' 11'-3' 75 t0'-I' 10'-1' IW-4' ll'-1' 80 9'-10• 9'-10' To'-C 70'-9' 85 9'-8• 9'-6' 9'-9' IO-5' 90 9'-r 9'-r 9•-Y 10-1- 95 9'-0' W-9' 9'-2' W-16' 100 8'-9' 8'-4 Ir- 9'-7 105 8'-7 7-11' W-9' 9'-4' 110 8'-4" r-Y e'-Y 9-2' 115 8'-2' 7'­' 8'-4" 120 8'-6' W-1I' W-Y 8'-9" 125 r-ta' W-Y 8'-o' e'-Y ISO r-8' W-Y T-ta" 9'-1- 135 r-7' W-2' Y-9• r-9- 140 Y-Y 5'-11' Y-r 7'-Y 145 r-r S'-9' X-5' T-r 150 T-2' 5'-r 7'-P 7'-0' 155 Y-a' 160 C-11• W-2' 7-1" 6'-7" 165 C-10• W-I' r-W 6•-4' 170 1 C-9' 0-11. V-11' V-r 175 W-Y V-9' 8'-9" 8'-0' 180 E-Y C• e'-8' 5'-IW 185 6'-S- r-6- B'-r Y-B' 190 W-4' Y-.5- 8'.-0- W-8" 195 8'-3' V-3' 6'-5' S'-5' 200 V-2• 4'-2' 6-f 5'-3" ' MAXIMUM SHUTTER SPAN* 'LY OR'L-' (R) FOR INSTALLATIONS W/ ONE WV LOCK orb or W/ NO LOCKING ROOS (SEE NOTES t to Ay6 �T .�R ( al) WNf3ETE & WOOD YLNL IWJl1I91G Itoml/may rN9WnR+c LI, 011 I L-(N 30 Hr-0' I W-0" 35 t4'-Ir' I IV -IV 40 13'-10' 13'-IW 45 W-11 IV -I* 50 12'-Y 12'-r SO W-e 70 to'-8• 75 10'-1' 10'-I' W W-10• 9'-10' 85 9'-Y 9'-C 90 91-r W-5' 95 9'-r" 8'-Y 100 8'-9• 8'-4' 105 8'-Y 7•-II' 110 e'-C 7'4• 115 W 2' Y-3' 120 8'-0" 125 r-1D' 6'-8' 130 r-e" 6'-r 135 7'-7' V-r 140 Y-5' V-11' 145 71+3' 5'-9" 150 7'-2' Y-r 155 Y-0' V-Y ISO 6'-11' 5'-2" HIS V-10• 5'-1- 170 6'A' t'-1 v 175 W-7' W-9" ISO V-S 4'-8" 185 e'-r 4'-6" 190 e'-4 V-5" 195 6 -3• 4'-3• 2W 8'-r 4'-2' 205 W-1' WAXILtUM sHUTIER SPAN*'L+' R -L-- (fQ INSTALLATIONS & Wl/ ONE HV LOCKS OR W/'NO LOCKING ODS WALro fDP YWINIING© sXEET 7) Aso-�P� M1�1aVJ (. OgN�I CONCRETE NSTAWIIONS NOOIVLklII1G ROIMfP.. �IN5WOr1c l4 in L J5 1Y-2' I6'-10- AID IV-2' W-2' 45 13'-4' 14'-3' SO 1r-3" 13'-I' SS IV-1, 11'-Tl• W 1o'-2' W-fl- BS 1G-1- 70 a-4" 75 1 Y-9' R6TALATION Ir1SMD CONCRETE & Wow MANSCRf WALL A. B. C. 0. E. M. N. 0, P. Q, MOUNTING F. K' & L R. S, & V. FLOOR/CEILING. C,. H. I. 11, J T. U. W & X MOUNTNG & M 6 MALMW Sum SPAN w Ott 1-' MR MS floss INTO WOOD SIWlL BE UMIIED TO 105 W. ASO. DESIGN PRESSURE RATING, t w WIENER CENTIENI 0 Wr BE USED a ALL MOUNING NSTAUAWNs, LOCKING SPErW)c0lIONs SHALL DE A INRICAIID W WNMIORV GOmn 12 NOTE 15. s1EEr & tt IXQPT THAT WXWUM. SHUTTER SPAN -L+' OR "L-' AND MAtlMUU ASD. DE.9NG fIRSURE RATNG FOR IISWIAlW15 INTO CONCRETE OR CONCRETE OLOM SHALL W UNITED AS FOUIINS 1- CONNECTIONS TO KEYSTONE MOUNTING UMOED TO +64,-72 p:P.1. AND e'-O' SPAN. SEE MOUNTING MQ ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" C1) HV BLADE , •A[/l �i IL E s,c. * _ TILLT TESTING & ENGINEERING GOYPAHI' 'K ' elb Rom. J✓dA 54 A.. YN. MU>A fA'0a4 110aY. ]li Plana : (9J3�1�15]0��2 (�XIS�71-11JI )RID Q;.`: ���o 1G.17� WAum�'�'mLr11,°I. PE .�e�nE, in.m fIITIM lln I NI6/ A.S.S.A. American Shunter Systems AssoclaHon. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 (1) L+: W MW ALLOWABLE SPAN FOR A GIVEEN POMW AS.D. DESIGN PRESSURE RUNG. L-: LWG ALLOWABLE SPAN FOR A QVEN NECATNE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DEMR"E MAIOMUM SPAN FOR WML MOUNBNCS (TOP/BORCM) OR FLODR/CEILNG GIVEN A POSITIVE ASD. DESIGN PRESSURE RATING. DETnNOE NAKIWM SPAN'L+' FROM SCHFTMNc GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RARAG. DETnLYNE WTI SPAN 'I- " FROM SCFEWLE HngN W00MW MLOWABLE SPAN S EQUAL TO THE HIMMUM DERFNNED SPAN � 1f' AND Z°'. (3) PRO¢ODRE TO DETUUANE NAKIUUM SPAN FOR WMRINKRONS IN BETIETN WALL MOUNI91G5 W/ FLOWCEILNG MOUNISISM FOR A GNEN POSITIVE A O, DESIGN PRESSURE RAlINO` LI+-LI+- 1NC WX. SPAN FOR WALL MOUNTING ANA90N6. W. SPAR FOR FLOOR/CENNC MORRIUNIINO ogsf UISfAlLI1WN5. MR A GUEN NEGATIVE AS.D. DESIGN PFdSSVAE RATING` Ll-= MAIL SPAN FOR WALL MWNfNG INSTALLATIONS L MAC SPAN TOR HDOR/CCUNG MOINIING NSTAUATIONS. 111 L MAWMW ALLOWABLE SPAN IS EQUN. TO WE MIBMW BETWEEN 1W. YA+", 'L1- AND 12-" (4) W TO ANCFKN SCHEDULE WfN FDW. WUIIMW AUUDR O SAMN AND NEGATIVE ASD. DMO PRESSURE RATING TO DOEfFURE MPILNUM ANCHOR vr.10 ■ Cur+ o � TM Accordion Shutter System 1LV. RAM g1 W/ OR W/O HV. WNM TIME AWING No 15-085 ' �OI:Jm ©Opp®p{D�000©�m{n�© 0 �" 0®©®©MIMmm0MM©ppp©{T.1%mp©(�0IMMMMMmd In won �®m�OQmOm 0 mg" KA 92 OOm000mOm m Elm O00OOmmmOODOOmmmO0000mmm ... 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St. ¢L yy. NpR, 4Votoi 1,O®, y e-mai: 4lta000d.cvm ®-aooer,n wurvl w mar ;tr. P.E 'MCA, Ile j N16) N OR7 CHNOL GIECHNOlD47SOLID-SEr TAPER+ • SHE ANCHOR SPECIFICATIONS ON SHEET 13 O VALID ONLY FOR UP TD +70. -75 PSF A.S.D DESIGN PRESSURE RATING k FOR SPANS PER .SCHEDULE 63. SHEET 11 n HV BLADE ONLY A.SoS.A. American Shutter Systems Asaociation, Inc. 4268 Westrooas Drive West Palm Becch. FL 33407 Yl�hfic�;:D Dn Shutter OR W/O HY. WK No MAXIMUM AS.D.06IGN PRFSSLIRF RATN(x (R nt� AND CORRESPONDING LLMMUM ANCHOR SPACING on.) SCHMUL FOR A t51VEN nr, d r17F1a m N• NEI-n AS.D: DE51 N PRESSURE eT ^• AND A CORRESPoNOIN MOU"NG lYP - (SFE Ila2xlaY,B M811EE16 16 A 17). U PER T RAT E- w>mnti SOUTHERN PINE NO. 2 W/ MIN. G-0.55, DOUGLAS FIR W/ MIN. G-050 SPRUCE PINE FIR NORTH W/ MIN. 0-0.43 SPRUCE FINE RR SOUTH W/ MIN. G-0.36 1/2' MIN. COX PLYWOOD SOU 2 w iNl. 6.p.5S, Boll. how IN STIR NORiHE W/ MIN. G-0.43 SPRUCE PINE FIR SOUTH W/ MIN. C=Od6 IN WALL MOUNRNCS M. 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SQ .Y1M S 95C Fw1 9Rt�a19tII 19 t NOTES ON ANCHORS REQUIREMENTS WOOD SUBSTRATES 1. Hs]aS ro YN1. fl0et'OR SaD i060 50riR 91t11. BE A9 1011031 511.11E ar TIE R -SOUTHERN2 V/ LDS) OLDS) - 1/4'4 IwmH Nplpp$. AT INNRTC6L611 BY am. MIAX w/ M7a6W a06LYp T .SS BlM:am a-aWU/S m A/ Cb59W9 ) UOI NmOU a SIaR]6 16. n 17, -SPMILB pBE Iw Na91N w/ abU (Np4) [2®0A6.52 WIE 2 61xa1 -SR812 F61E tW SO0p1 W/ 0.C38 (NOS) 2 AMpgG TO fId10W tFXai9 9i411 BE /S PfR 4101QTM lYR R.91621 t) " W. Ca199r li -UK 1/214A6 MIN)OO (1986 AN) w wROAM M M I'm 2012 5P61TGiNN4, 1: MY1M16151M!!. 9E 061AtlEa f WDiwM !LL 6TR 11 /JIO '.Kd'/Y.AIMYS G' TR NiC1p0.5' Y2A11FILiUA]t. Hurricane I L E C O F N a. A ++.. A ■S■S.A■ OCnInw nvm Accordion Shutter S sb NV TRADE W/ OR W/0 HV. WIMOW BAD ��% '- Shuftr Sy . #i yp '• , 401 ice'-"-�•&� TLLIr TESTING & ENGINEERING COMPANY 6m NC 3m. 61. mA ]Q4N®a404apA IIYm. v1 gams ••!•"•' Association. Inc. 4268 Wes(rc Of1CW9fIA Ni[ tlLL.1f 9I: MA 1 all 1t-182 4 iJ/IS 0rx0 1/13/ * _ FaI : (xA)nt-t31t .+^m: le.mamlmm Drive West Palm Beach, Fl �3407 x 3 DRAWING No SATE DF t .' wulm®w TMUT ,. Pz 4 5-�8 nNey! 15) Nc uw. III w000 IY REGJOJEn Ma I M. SD'A ym EE SO4EDU E W 0 1/r,l-2W/.' SS @ ldl Oa 1® e,SCROWS N 1/4--W NUJS ir Yin 2 N '4 iAPODN COt t PM wRH M1OVI: `. IFADiA•a.1 TECJNmLocY w 1 lr-. PmErnAtox a AJSA t� ;lew worn JrtinER. . sprtoulE w s+JET ts) 2'N' DONT. SILL 4IA4—� 1 • I t pdStpJ. p �j ts¢ screwnut[ ON 9,¢T 1,J t {y I(tjgi''' 2•.a• ca wTO+. TaN GLASSt I ➢uT[ (� 1 41A5� � 1 't.! w aVGS—J J - 1 wao0 ,H REe'D ' _ t 1/4b-zas/P s5. 1 1/4'a-zorJ/4' SS. uJnrJ•c sctsws \ G9xD 1!a'-zo xurs I .... WLMNE Stf@Y5 9 IZ' O.C. NUS 0 12' i IjprMJlJ''J 1`114241 oQ'-2a t„r I� t 2 .Oa 'aPLXI t REO'D. 1/4-0 TMVN ON TAPCON WR11 AD M= - nREADFORM TECHJIOLanY W! 1 1/2' �, I/4'a TIPCON OR TApadi WITII.fDVANLEO 2'a4' �.> SRL RAZE Ytn PEN TOMai TM�FAt[D AIOA To IDamC w060 MEARIi. :�" 1/1'a TAPCCN OR tE'8L REn;0. aLmwu: IHRFMFpRY 1LY,NNIlOG1' w �.1, wti PENETPAiNJN OF 7ARFA 1/Y INJO. AIwWD \\ TMCDN WNH ADVANCED 1-SEE SN[LT 4 FOA 1TRICLL THROUDFORM. TECHNOLOGY AssFN&.Y, -v (sor W sNev is) WNL MW (SEE SefCOIIIE ON SIFT Is) EII15RiiO LON. 214' 1/2 YIN. CWlJ SHUTTER PLYWOOD REOTJ. w/ 1Mr M's4 PENETRATWN OF 2-MOIJNIING SECTIONS CAN DE 1/2" MRA wx FiYw000 Anro. SNns O 16' O.C. r"O. AYIIOOO To BE WN2: TNRFMFD ARE'' wro Amaoo surt,DMa'rA utwJ.Ta @R HV WALL (SEE SOJDDUE-NI SNRT IS) SILL INSTALLATION ' C MR. 2'a4- SRUS o 10' O.C. 1MX IEO'O. ATTM TO SRIDS a AY'wDOO TD DE A UD TO S1EVS M ACOOIANKE YWIII SE TION WKIS OF THE FAQ. ACWR0.VKC MIRI smrolJ 23M OF THE QO HV WALL SILL INSTALLATION a sEE a a - F.O.C. aADo sleEr ©NV WALL SILL INSTALLATION R.ORIDA RIIRDING CODE Non Ricib Velocity Hurricane Zone 0 2015 DISmW METAL SUPPLY. tNC 4PUp111aUJe� B R A V;M ��ny;grit';Lw„� '`3'�s' g */ IL EC O \ �+ A■S■SwA Accordion Shutter System L.. KV. MADE #1 W/ Qt W/O NV. WIDOW RAM �Ayy,,/� ���/. '+YJF"AT' American Systemsmsw.wlw ssrt I. ft.Yy TILLR TESTING i dCR1EERJNG COMPANY .Shutter Association. Ino. I OLD 11-1 Sz { IO/Is nue 4/1J 15 ' Proro ; (YS)011_ISta Fox i. C.00)S IlSt 4268 Westroods Drive 2 oytblAitur e , e-wda nlReaed..� West Palm 0each. A 33407 DRAWING No a F.,COHIOP:'N��,: MALIWA,7wr&.R. 15-085 .. s SHEET P. , ��..• TE nDPDA W. / Nley a 16 OF 20 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR (D HV & Q HV* BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEWDE n ONLY LIMITEDSHALL BE TO 1105,0 psf, A.S.D. DF-SIGNESSU E G S 0 "N r SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE WORKING IN UNISON 1/4'/ TMCmI ON 4W N. awnc a —Y MN.—mGF Or Mg1rI8lE) TN'WN = PDYN MRFMPORN TECHNOLOGY mcunwNAL ADMN.T ":•' w/ 1 1/r Mn rENElrc4nON 1 4• s.x ar Epsmw w000 tiEW — — x' ExpTQI. 1• laws xrnn t0 m Cmlmmer OrMHO womoo E]OYlvw wDOD vy Yu1. YAOONE SMINS 1¢C50Rm MQUETN Ow (sR sacra CW ww 15) W/ 1/4--M NYIS ,wwrtEcr PwoN ro 0 OR I/z' ON' 0 12' O.C. $IAIEipt a4sIN1N1mL /2' IlAriat as wEauwm t/4'0 TMCON OR 1 m 1MOON N1rN POYNIC'ED �S�O Nrilf ,25T• W/ 111r lEi m o 3/1' Yax. naL '••• I I I Yec. /1N 1(d '♦ �A APwoco �ExTEa�QU.TwN 4145/4- (Goss -re• � WN/uY. nmE = ! (M sQ¢DutE ON swEr 15) 1 Or ®. pF Q3oY6'.ac i 1 Or © or © %5/Ice uc sa+ers LD n rurRN off muss. r,•.+.r' ( 1m n+�or o sT�nc waao iFXIs11NG &ON r.4' i j I YFYBFEf. (2' W WY aa51eG� NFI➢ER MD OPEN 11nE d 5.u1 MDM) w/ Y 1rn a/55 MIN. Sm0.2t110N TO GVSS I STUD ro.ACfFPf PO1EiP.O5w1 Or 1tatFA 1 (sEE ScKIDW ON 91EEf tt) 1 a/1s•4 1Ia SmEW a� HiFA vNA Tow z —1 Ai axrtN W NIE 3 O6EHlATlm6 sWH " Mo -- I w 9F44nN I NOL AS V9 LOAD MO SQHV WALL HEADER INSTALLATION jsm ms�a R ° —j M FS s-a ws s5w ma ro aNs mR FOR MOOD 6 aNLY YALa n rm vtormNo 1 OR M i t�� PaN wood wOF / Ys�. SPEcstc amens® O 'L9' • m mw SWMERI 1-Ste s¢i 4 M roY SNYIIW a56Llea.Y 1 OR ® ON Eprl. w ,B,Y,OOPED �T HY CEILING INSTALLATION U V S 10 1K msa0aN 1 OR I to aAa t$ I Yd. I I YN. �srMN TO Q/SS (ME SnaWM1E ON SIOET 11 ass\ I m 9e w M 1 p�1GA55-J - !l \ll twtsmaLT9 \ IOx s1aEr, )It 1 I '� i I, Dien I I 8 11 � 1 YU.II. I LOGnON UaSTaG I Ir-t 1 ;�� lnxml ua4c ©. 7 I a lea Mips/4 ra 1 oYE�Gsic x[an�n rxs- W. wW0 A9SC rt'N o 12' wo (No rZOSM oEa Om Y z' or 9 f1X£ OF DJX DECK IF 6 MnlfwWE MWrIHE 1/4'0-20x.1/4' 1 4Y TMCOIt OR IILPS niV55 NFAO 2'x4• CONr. i ^�.. t/N!CON Mn11 ADVRNam /4 SataVs I/4'0 TMCON =a4 TMOON WOH AOVNtCm ' YOL SYL MRFAOFOOY TEa1 710 w/ 2' O.C.0 N(115 I/4'0 TMC0.4 ON TMaaN WIM AaINiCED THNEIDEONN ' L1IN. pcul mml OF THPP� w/ 1 1/2' W'n. Or 1 1/r Wx Pp(ciMlpH O IY C.C. rw, ro MONO woo NFIDEx (RE Or 7 NG WOO ARG ro TECNNOL caY w/ 1 1/2• Y:n PENEIPAIION Di ION sNix aosnac wooD 11nDEis nuA ro 1xsmlc wood 11EAOER. 6a souanE ox sten is) �tE ON s1uEr 1 (sa Ntays o= m@ HV WALK -OVER INSTALLATION HVWALsSa INAATION AGOEBm Sai Is- WiJHV FLOOR INSTALLATION FLORIDA BUUING CODE Non High Velocity Hurricane Zone `a•A,•(ER TQ NYi� 02015'EdsnBN YErd SLMY, IXa �P\ �10ENSF l9BERTHA HVv IL ECO�Na. A■S■s■A■ Accordion Shutter System HV. RAVE $1 W/ OR W/0 Kv. WMW RADC Arnedcun Shulfor Syshlms TRLR TESTING h ENGMEERINO COMPANY mscPPnoN wn YYwN ew YL. :9•., 'bTAfE�QP'd Assoclatlon. Ina t IID 11-Isz 4 u/1s are a/la/ts C� am Nw. zee. a sa saA venmA uaExe, near y1 Pm..: (xsX{1-1sso , rm : (sas)srl-Int 4268 WesUaads Drive z ORAwINC No 't1 ana: an.aooaY.xox. m®O West Palm Becch, FL 33407 15-085 s ALYMUR 411P.E... E1ownA ut. ! 44157 s P.E SEAI.��i+�URE/DATE SHEETe _ _ 17 OF 20 maws a,ass rOaA Sri- -o•oo-odo•€s� o-o-�•©- �o-o-o•o•o- s•o-®•s•o-©- o•s-s•s-®•s END CONNECTION DETAIL® END INSTALLATIONS Cti HV BLADE OR a WINDOW BLADE INTO 2"z4" MIN. WOOD STUDS ix 77T-LTGE7C071 c, TILl1T TESTING @ ENGINEEMNG COMPANY ®] sa. be. A'%]fe. M¢aua ON4]6 F1a� Sf PMu : (]65)3)f-flla . im : (YG�1-tlJf o-mea wa=oodmn m•aooa)ia MKIfF A lAlff " P.F. aafid tic / N19) US�•a.�..�m Yaf¢OpJ) R A.s.s.A. American SDuMer Systems Association, Inc. 4268 Westroods 4Mve West Palm Beach, FL 33407 END CONNECTION DETAIL • enmm oMrfm sera scam fxn ,Yo• ♦ SEE UM b War OY FOR gas Is CR ORAWING No 15-085 ELEVATION UX � TO aASS EI6STNGrmsamsxms II NA aA¢0 ---------- -- ___________ ��"�51m Pn erasOe(a TYPICAL C1i HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE JAA SHUTTER* N.T.S. IL ECO,,,�. TNLT TESnNG h ENWNEERING COMPANY L9! lat ]e0L Y. Ste ]D. W®V.1 f3oSIR I-Im J] Rme i 63W)!AI—ISXI . im : f3G31�1—I511 Jr. PE K161 1. MAY. AS'.0. L45GN PRG4Eff RUIIIR a110. - 11R paf. 2. IEVI. SMRIaE SPAN: 93' 3. ALLDND NatMIW6 4 D. G a N OR SHEE19 6. ]: As IU M EIGuxeloas M. Q.T. Y�Q M®aN SHEETTS� Is & nay �MAE ARWJ#Dq A�SY L�GrP03iwW1,tDarns,56n W =ESS� GPT w _f4�AApfWyESl, 41N�s$b89a/ RIAGC(.5 9W1. OTaY N1aW A Wfl1M1 Or 3 OIR}fNGS (31 lKAES} rMi.� PFR AT GPAOMs SMNRJ Ml 51®' 4 (s) M CIF= FR5T M Manx, Eat ar w RrDGR ruar OF ART 3Y Na1E mR E�y51Wt BE 12._ IcwVQ ®/DE W1e1a OUf 11MY.SlNaatS Ai ppg. wT BE. N/ W) Q3�� E 11510 NRMWE to A SWD H/ m.IGE 1Q a�AOE 1 rt EDIRA � w T i�� emum AnuGvrt ro A san xv W MYrARDNI TE NV INKrow%i 5N LL # aE NIEJ Tµ[ VHS r GE 11ff NIEPWR OF, THE (IPOCNR WHwa T'AalEcrto. 1A' iRaaaNRa.IDIFWD UUSTK oAT.Y r6TAMm AND IHam V91L A hY SEIDNG 100E sY ASSA RIG B SEE NR]eR SPKM RQIEIV[F faR RSa1URGX3 MIa IRCO NU16 IR1GG2IG. SXEFf lA AS 1A6TEa BY SPA4 AND R3irN 161H IstE NaIE"i 1 A:2 A90 43. T. SEE A11a10R SPUNRG 9lNEDaE MR NSTr.N.VMfA MR POURED CONC= OR 00=M GJCK 9WA ON 5lEE15. 12 A 13 As DMTM BY WAN MID G61a4 IOAa (SEE A 16t 2 AWJE). R. M dwaw SFPNNINN To IAr SCKMU&_PER ASTR E-19D6: NIID Zd¢ Y919NY STPNUDW N a1A55 1 DUN 3 1' 4 fi2 A.S.S.A. American Shutter Systems Association. Inc. 4268 Westrocds Drive West -Palm Beach, FL 33407 [J"WIVILIM Hurricane No St 1 t/31 oAJs' noIX ,.':VA�is We. /am Aav min[ a YN. 0-6a GV.Y. S1Efl .iZ~??� YtTAL STIm R 18' O.G a V.% o.oa' TMot W. 4Jc 4 xv. s11xt nLn1 a1Nma- arc, o a -Lv rwoE a feM1 uo ® rASR1®m sruos As�x mow GIASS I MIN. SC'm ro rAA<. (SFE SptQ a 1/4N ouu-mmac Wx� kV. SR6 Tory! aWdFl. AS MP es1 cw.ac 4o m c-Lo I � rAsfa®ro dies �e inwram Fs� s w IJc O fi'aL. O I. MAX A.SD. DESIGN PRESSURE RATING:. +75. - 75 (ps1) 2 MAX SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: M© ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 4 W LOCK ARE ALLOWED WITH 21 ARRANGED A AEtRICAL LAYOUT. USE O (2) b5 (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CEIMMATE 4`{ BLADE SLACK DETAIL HVF IS ALSO VALID FOR cvffvwTE @ APPGCATIDN WITH. BLADE.0 RMATES 2�1 gTr7wr Q�.oe3' u},LD • og ® 1/4"0 NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE 1000- YLc KIND ZONE MINIMUM ASTM E-/896 To GLASS I THRU 3 1' 4 4' r' ■I a ®WALL HEAVERLSILL INSTALLATION s "i=a qe IV g�3NsH _ NTNBFaP.® MmIN3N G1NrmIo emaNxN NtNlmO6Yl +Teas 1®NtNYIAi� 1/4- 1/2- �a MIR) IL ECOTFe,. TILLR TESTING k ENGINEERING COMPANY 4tl xe. Jeu. A ae ]m. M>dW aM�S f1eaY31 a-aws wewveaca. m-aooana wxfat A +Nll[ i P.0 fleRaa LF. % NIaT 1/2- foa. s a ® 1/4'/-20K3x BOLT MUST PENETRATE ® 1' 1A 3' N� 260' r O60• T��a /4' -20 THR: ® 1/4'0 ELW CONSIRUC�^^.—_ PRODUCTS FAB—LOK HD COMPONENTS SfAE 3/8•a 1• /4•..a.G ' mM 1m. T� LOCAVD AT fl 11 IN IIFM/§ENDS VIEW Y SIDE CONNECTION TO TRACK 4UUE(NOn High Velocity Nurricone Zone a 2af5 CASTM L07A SUPPLY,. AI.S.S.A. H�Aim American Shti r &wis A6soolaffone Ina f ow 4268 Westroods Drive 3 West Palm Becch, FL 33407 r n9AN AIM Dn Shutter System OR W/O HK WNDOW BIA➢E No Florida Building Code Online Page 1 of 2 ilonda [k-pemenrq Business) Prof essi g ha Regulation BCIS Home i Log In ; User Rcglaiatlon i Rot Tope¢ ; 6uturn Surrhame Start 6 Fads I'�,i °' Pro uct Approval [ usER:dPubtc u5 Al I ON= ["' [ r Y Publlranoas FBCstaif BCISSae Map ' ,Lima , Scarch SCANNED BY St. Lucie County r e, ut n • m.. n A,• > pacturr er Ano11f4Uen q.A'Cll > nrroarn mri I m > Application Detail FL a FL12246-83 ��� Application Type Revision _ ' +14 �' o Code Version 30� Application Status Approved Comments Archived Product Manufacturer Expert Shutter Services, Inc. AddreSS/Phone/Email 1626 SW Biltmore ST Port St. Lucie, FL 34984 (722) 821-1915 Ext 106 Callexpert@aoLCom Au iahzed Signature Michael Helssenteerg Cdllexpert@aol.com Technical Representative Michael Neissenberg Address/Phone/Emall 1626 SW Blllmore St Pert St Lucie, FL 349M (722) 821-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael HelsSenDerg address/Phone/Emad 1626 SW Bilmore St Port St Wcle, FL 34984 (272) B71-1915 EA 106 CallExpert@aol.com Category Shutters Subcategory Roll -up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer d Evaluation Report - Hnrdcopy Received Florida Engineer or ArWtett Name who developed Me Walter A. Tllrt 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 Kampmaon Jr. J Validation Checklist- HardCopy Received Certificate of independence 'L J- •3 f01 F "ell" ITTEP SERVJCF.S. irt:. NAVIiI US ROtiiN_ fj 51'STP.*1 r I rtRWQ. K-011 Mr Referenced Standard and year (of Standard) Standard Year SECTION 1609.1.2 ASTM E-1996, E-1886 200S SECTION 1626 TAS 202 1994 SECTION 1715.5.3 ASFM E-330 2002 Equivalence or Product Standards Certified By Florida LlcenSed Professional Engineer or Architect Sections from the Code http://www.floridabuilding.org/prlpr_app_dtl.aspx?parain=wGE V XQwtDgvzRN Le5g4O V... 8/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 06/08/201S O6/2312015 06/28/2015 O8/18/2015 Summar, ryof Products FL d MotlNumbar or Name Description 12246.1 Nautilusel, Rollin Shutter5stem NaUtlIUS Rolling ShutterSstem Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: was Impact Resistant: Yes Design Pressure: +160/-160 Other: State Missile Level -D- wind 2ene5 1, 2, 3 and 4 basic protection Only). Pressure rating: +30,-3D P.M. at 20'.0- Span and+160, -160 P.5.f. at W-T Span with 1/2' slip. See Sheets 15, 16 and 20 for additional pressures and spans. 1`I.122e6 P3 II EXPERT SH TFa 4F[i ICES jLJC Nee t 1 ' R I INQ 61n31TER SYSTEM ORWG 15dA1 net Verified By: Walter A. Tilbt PE-44167 Created by Independent Third party: was Evaluation Reports Ft 12246 Ai AF PXPFRT 'H 1 rn SEOVIC 11011 IN HII"FR -Y -T P. R. On — Crealetl Independent Third Party: Yes FKI tirli: (corns' Us:: 1940 North Monroe Street Ta ♦ oa epone'n50-497,1924 The Stale of Florida a on W EO wo,Wyer. iooynaM 20079013 Scno of FlorMa :: Privacy Stnlement :: Access on, SlMeme t :: Refund Ste omen( Under Fitrida Imp emall addresses are WbiK records. It you do not want your e-mall address released In response to a publlbrecords request, do net Send electronic moll he this emit'. Instead, contact the oM,. by phone or by uaditional mall. If you nova any gProur ns, Please contour $50A82.1395. •Pursuant to Section 455.225 (1). mama Statutes, effective Dctot er 1, 2012. licensees licensed under chapter 455, F.S. must provide the Department with an email address it they have one. TOe emaas provided may be used for 00idal mnnommentor with the licensee, however consul addresses are publk mcoM. If you do not wish to Supply a Personal address, please Dmvide the Department with an emad address which ran be mado available to the Wbic. To determine it you are a lice"" under chapter 455, F.S., please clKk here Product Approval Accepts: �� M �s,eic�n�rrit5:vi r en�d http://www. floridabuilding.org/prlpr_app_dtl. aspx?parain=wGEVXQwtDgvzRNLe5g4OV... 8/20/2015 'az P' -'Ac go "o ono Y \� A� •r '�y c �"� oti= f? o o�i. 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I ;.e.a. • F A m..;' .•nwn•uw,aeu�cnn •, uK•0 p R OPTIONatNJKKIM— f"Ti ,I eE1AR C I .aa. VSJf STARTED SLAT . .Ya,eA,wewu• x,suv.0 ic.[w.•. �BA ESLAT ¢e .r.r ost�,.e 'as:»4w wwm b ) E2 BUILIOOj TUBE ww.uw. �i BOJa).1D•UILOUTTU'BG QEI BUILD-OUTTUBE 041:YIA.VI[I• K6>104VAM:N � snac c. s_4x v Hva I ur — v "k rl BuuaourruBE L. _ _ Nt>164JYgiv41E'v 3f E •L.r I .9f/lF �x I x C) 1l4'0r.1'4'ITW4IUIL0EN TEK SCREY/ Lrj Lt6'OIM)BUILDE%TAPCO.Y %L ANCHOR Nnw auv E P L.. ... ..u•.. _......�� l LJ BTORM BAR ur S� ImBwmlumnnBlmlu! s8 &'4. __ aesiA4c;sw nsn[a I.'SM1M]iYtiA /Hn9FID tJI �. tt ---, OPTION a]m. ttaA�e iy • 191 A bpCCygSG,y, [L•x0ae[ilrtwsyatGq v AC"BUSHING •.. M1S[wYrnpxi uors. L. w •mnn- y r >'vs:Elw.als nn ,P34r7,3y'AL Yu` WI 'Lark>m>wucx I Ymruloeo.m.cr as RETAIIHNG SYSTEM: SCREW. BUSHNG c .r... '4.6 MULLION PPEDANGLE G4.6 MULLION I 4s]MUL Sre O HILiINC. WwOertB>O: L-3AC40RF e°s,asexulrmcax•.0,c. m ^z1Fw4.o. ez1.u.4rHVH,m ez>reswer.; H`°,>Aam,P 'TILt��" •^ RGF.9A 601WING COOL (Nw Hig, Yeiecity Hu,,,e = Ze°r - Nautilus `3-Py�`"�'�`-A.,�{ Rolling Shutter System COMPONENTS : *'. j 6F IL ECO,,,e. ..,.yyy1e EXPERT SHUTTER SERVICES INC. 011 sse e.iw ,::">9T P. 2 F^IORt� e, rRrtW1a.... a,�U ECY, it. IL>C..i xsN ._DTI nti,�Jte6bitiFTf.Ye 'nl»r+u lad? i i:,a>[' r�cc 1 u,it SIDE(END CAP HOUSING (BACK & TOP) .040 THICK HOUSING (FROM & BOTTOM) .040 THICK SPRING BRACKET SPRING ASSEMBLY 60 MM OCTAGONAL AXLE SIDE RAIL (MAIN SECTION) SIDE RAIL (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 SECT10M FASTENERS HOUSING (FROM & 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 's�P \CENS' %s i-�' ...... ..... ..,F.rr n Nautilus aae [me) ��. F. �. D IMe. Rolling Shutter cE.;lem ,;,,,sl,s EXPERT SHUTTER SERVICES INC. *; _ •' * m:n ¢u.c s aanc w¢ u.}�r'•' r�'"�v�yn,�. ri.� r6t. 5v KN?i[ .x_R STATE OP NAL rI'll llmllrnl\\\\ ti C u PROCEDURE FOR SLAT INSTALLAMY GIVEN A SHUTTER I' R9": �CASE 11 Sr.RE'n K"'T EOJ4 OR LESS Aµ. I - -0' G°°c.Ct&F :0 .NSPLp11iN$'M1/C STO;V 9415, M/ $1CRV (A,S OR R/ STORv DMS h vVlll(M<;' wr !itiE r.IS L!• N 0!.P-4N $WL $!iAT rtj (1 1015 1 lli. Fb_Cw(C 1 %?. (•1, F,EREWER, 4l 'NE EiY P',nt:. EA r I41 ( y , coAsm OF LM FNF I51 SJ.s OF t. Ff� '.UNotR °NV:CURE FLQ MXV6 �i MRNn' w a,-C jI SL, S- L R C SMR 'J:.Mi !Olµ 5y E° eEIGM •5 C04PILtEi. CWII1R C, rlN S ll qF "':SiktM ELFCRE B 110. S,A!©VAY VPRt fitY CYJ-ilR'$ n_G1.1 ;t) ED'TCR a11QMU6I FE Pik= t� CASE 2: `1'0'ER I,F.W IARLER :. 1!'- 4' A*PD_/v-=lL 14 .IH.lµl?rp:F n/C SCRN lF5 41D L/ OR TN W..IN$ R/ XC*wIS !JFPP 1rL'N :•'-0 tat aAFAN SI'µL St1R h/ y LIT$ 4T 1'W Fc 1040 NY {z f nER ER. ALL 1 E li. MIN J. SW j Nu1 C01 .ST OF an FK (,, SUis lr 14nt SU) Nll 3 R "SC C R F„R . ,N $ TS 'Y.`.'Mvh FO EEL" 01 SNl SH l I- C.11,111 URl t 4 Sr'i K 1 STti-EO. 1FlER {IO t3'. Y$ `= i Zro\ i•C L 15 N A aE D "I ',YILUE W ICT4 S CR, .R K4& 1t, al"O" wv U1::1 BE .nits MST11ED STATE LM. ae% �V V/8 KD° ; D V/9 m i R JC Y/s & Y/7 u ....CAP- •.. �.,� � �. s i s "5 I / oys 5 — (R 4i TYPICAL SINGLE UNIT ELEYA119M w/ STORM OAR MOTE: SEE SHEETE ? & 3 FCR COMPONENTS NOt.!ENCLFTLRF 1475 -END CAP 7 ° 1S S& Y/7 C IE,r 1`..IE:E vK Nutilus LIE Rollinag SDutter Sy$!em Ir'E • cr,cniw.,G ci �..RY EXPERT SHUTTER SERVICES INC. vc ry.,_,.wnl +ta Sn @'JttR 51Rc.R IJ-CJI i0-9R3TY'N 1i: 1151, T4[. �3 pn YY ..x.! W FIORI(u .R � �a!E/E H -13) CAP uu. wpm: SIr — - (" 5J9Yl— CR SEM, A. 25 A 26; OW,-1/10 OR W-2/11 OF Or© Or ]�"' 1 _W-3/120R W-4/13 -BOX I�® I; S,FTS !2 sous iIu .. ELA'S i5 :1(i$ (6 SV IS /i SLAM :G .W-3�12ORW 4�13OR1 .... ., .. aa@ 9P ) SLF• SPA% YG SAT Bp? - __... (5[r <_OH JL'ES @; (S:E SCHEDJ.ES ON f (SEE WTDJMS Cn SHIES' 5l SH_E15 IS & 16) SHsti 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION •, •• W/ MULLION & W�O STORM BARS n01E fEE SNEES 2 G 3 FCR OO!APOtur11.5 •:C21F1JCLa4RE N -.s PROCEDUREFOR SLAT IN TA IOk Il K A SPUTTER HFIGHT: • CASE : SMJiCR -DJ EC. CP LOSS ;-. W-0 <GCLIC. O, fO 'NSI± I..CNS A'(J Sto, 3t+c. rt/ SIC". S,_S CP R/ S:C;R SRS tr NJ _ICIYa N/ q,Oig5 'J✓ 10 11-C' (=i cwTan ssxt scar q i' S. ;S ni ;o'. lolca!D e, 02. I], IVE""M ILL ne rcn Col. WH $11 f 5FIL1. CC493' p: RF_ (51 SLITS Of ll4T SI IT I'mmBER PRXE- IGR AVOI.0 SIATS 11DNNA'±R.1 DEION ]. EUcT IA'_L ff ffiRNUE tuIR, 1O14. $NU—iVi 11Sw,lt .OVRtCTEO. W&ST11Y D' RV4 Siil r.UVEEA Sjk,,O BCEDR: no"ou SW(DRAY vrnr MIR Su01aR 5 11,41, IL) BO�CV :t/JQB W31 m >,.Ii IVr4/EJ CASF : S,rSii J-DT (±g4EF ,A•. f-0' A,P.. ,KE 10 MS k jj.i W/o STORM Sir Aim 'N,1 MULL'4 / I• 11.5 ✓UZr-. -1 i. C ia)'' WI SWLL 1A<. ! It SUBS ±I 19 fMOSED D' j? !3, 1HEREv+`IER At -HE Ri, DOn .,6C6 SCe 15••r. CC'SS' Cr n'C (I S. 15 Of :a0 S17 1URReR PRC ECGA[ r^,R 4OVL aU S DCAna 2E CW /1 S" S" B COVPI E U f $IQ SR is NSi44O. ±'zp fro S-.r Is MpYIfD -rat nNl 110 115 Ja4. Ff ucE.. O G,.P nE m, fork !11,.mR BE C are 'IS'=.O IT CN[ L . �'Or '�Of G`- 1RW-1/10 OR W-2/1I oP-�,Or'� or J __Z IGW 3/12 OR W-4/13 RI, SI'{L 3Sj >a'p Y WAION EW1 O RE Y! YIIPMAI. G1 S 22) it L (. A4(Sdf IIm V/9 ON .rtm' 24. 25 & 26) .'J CAC or 1 I I; 8=p P 8P/8 - - or --Y Of R/B or R/8 or /i SITS 42 sits 13 SIf. /< 5 AtS /5 51pi5 IS SI15 iJ suss %c S1 S (SEE SnEr 2.) _ _, Cp W-1/10 OR W-2/11 OR W-3/12 OR D , q { L/ I W-4 13 / V/9 I 01 IA SWiFAy IA [FT <P_: _ — Ilc. SLAT 5p(J: SEC _]ULES ON r (E L 5C !COVLI'S f,M1 (AEG SLN15 OS Si EET 15) S•!_Ci5 IS & 16) SrytG1 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION_&.W/ STORM BARS NOTE SEF SHEETS 2 & 3 FOR COMPORrNTS f:ONERCLA[IJEE nls. • — - _ ` •. Ft[{0A1f0}P. TLIE C 01Ne. Y p 'R.LMFG Ga n R re.awIIII ILLRIw. uO1tp1N6 CCOE (Hen Hp6 %-IW4 Nautilus Rolling Shutter System HGlnla]e Zan IRt o±rc EXPERT SHUTTER SERVICES INC. ,.2' 6 Kill. . S:Rm PCRi Wr2 t. ><w +•5•[ len nm a>,->r or.w.: r (�� ° 01ED -. 51163 tIP %S XL x.: 1/ f Y', Ir%' Vn Y VEM :CII F['( 3 D 6 VC JE AI"np.00W AV M=D SIIC .LNR O'j :41 RtF Nw PCH E + t y i OR GRGJ' rllJ �� J fOs•R.LL 0. - i EDGE Or fY $'iyfi I EYKIIYv C: � t SEE x)i`vlvF '• �u "}—�.....-�' SOMEC_LIS ON I 13 �0 5<NECJLCS F4 r ti �[ �✓ 4.-+, t. & 18 SER/RAI Ou ( "•'L — C) z pCLASS]� w_TO seV$:-[PiMu(.F[ rDSxi- Is)A[iSI,FN — r E%fERIOR ^Y. Z I 1 i v v 0/8 0/8 0/8 [ 0/8 room 1.11 I OR OaDUr r.Lt£ ' j EWE Y 1 41 RftiwED. I\\� ViN !.G =9t •1 I ] i%c' n. .. l� ...+i �. i -�. %: �• c 21 c. '' (1'E-3 Li Nni RED WALL MOUNTING FLOORICEILING I TRAPPED MOUNTING INSTALLATION DETAILS ON EXISTING POURED '�P`�\�E"sF .: ..; CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK BUILDINGS E' = t S' E 3/16• r �TAYEBf p9 2 5/IS a rA WS 0. N/ µHi 9 If p' [H E'M NI L ' I" q"WFEO CPSC.1'EI OR crrtu n L_J� i FEI 4 `,! C ''"L REWIRED. IF! tx tans i SCE xn. Mt SCIs 6NM[I! t6 O A ;S SEPRA1109 ` a 0 CL:CS cR S:EE�s. .' ) OBB7IOR W <n s9fD ISE - 0/8 OR C:Wn I L O a EC C• R \z BUILD OUT MOUNTING F'RIDA R liu n CCD£ (NCR Hqn Yebc•:Y IImY:ane 2cm Nautilus 4. 'L E� \ Rolling shutler system r,nc/u nlNc A LRCL�EaR.a EXPERT SHUTTER SERVICES INC. °aO R,,RDRE "Kir, E.S.a 15-071 ncERyK56p' . 1a:41 r. _ _JnyvcN I14 IiA1� �„.I iv(C. 4 GI:6 r V` - . "I.OIIS 1 .1 D!,", , 11 tlx," -- -ILL I.IVES 0' �11 S7M W� :I. NNS,*1 I'DN'• I�D.00W- &I,, "'KI, T., •M. I.,. TAE, " 00.0co. �11 Izz, �ISIQFI 0 Z, F_ IS; q."lo 1W .003 qW.0 SDI, ME ME Of nO! M) L EDS": @) :�C) @ W JW 'COC cW. .,D 011' !--oA t4 M11- .c I O.It. YMI E �.Il 'SEi 1�- .. $C'U"A I, r ZI TO r r 0/8 t 0/8 0/8 0/8 E., D, I,OOD. SINO I I I Cr ON 9-111 INOIM —OD 8- (STE S�v {CT.- 0/18 A/a Mi SID If DEC, S, _mt, D' M. ppp D,,10 III.uei N., WALL M0j1JnN0 WALL MOUNTING BUILD-0UT FA01,NTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NIS OOCppl IN I Op%W": -.! - D ." OF EaDO- OR IN, 1 It l,t I'lu ivw rip rx M- 4-i . I I. lot D Tz CD, IL 2- BUILEfOUT MOUNTING Nautilus Rolling Shutter Syst EXPERT SHUTTER SERVICES -,IS s. ml� 1�,, 'IDN If 1A1 I. Ekn� 'G�FEi YCFEi 5LLti1 U ccwAe[ +h (SEE S'NEE•At$ PY s+EE75 fJ @ 18) ,5 J N 18 - <CKVEIL WO•n /; t� ��.I `• ` VP`Sti Lh '• ' - -. - I TRAPPED MOUNT -iO�U+iG� -��) tl e• .e -P/ 15 < YNIUVL1S c•- RE w sues J s le E� OR yr as C BUILD -OUT MOUNT (5_ ]UffCUS Gii •, � rJ ace 'F[iEJa :nFC'S IJ 4 6) e'J w0u1 1E ILooHH � n I_ SECTION W/ STORM BARR SECTION p-p (PLAN) - ;c .ram* !A f oc J eF�jr y/a FFJ D1 U r /e' Stu 1/2'. Tic' T •/a' it V]'. 1/� 1/i.-iH•- `D�:CF •m•a.r «, lia'sw ',`pi r (^ vva's„ iie'ar{" ORIENTATION SECTION O-O (P Aul SECTION Q-O (pPL"N cu .J lD} WALL MOUNT END MULLION U ORIENTATION 1 B ORIENTATION 2 ® SECTION R-R (PLAN) ORIENTATIONS & SECTION R'-R' !PLAN) _(�.t WALL MOUNT END MULLION WALL MOUNT END MULLION ®1 g2 WALL MOUNT ORIENTATION r �2 Al INTERIOR MUWON TRAPPED MOUNT INTERIOR MULLION �- "tA INSTALLATION DETAILS INTO MULLIONS G. G1 G2 ]VtP yr-_ 1' ,tr, ,/.- _. - .. .e' of r C.-r _ �DI ? t[)5_-� Z[ �` �G?j•... ....� II f io ,•'ttiJ G. e[0 .+•; A_TC RNl.11HE. Y T08, . A (, _ 1EL .Q) r n t5E R.lytF M.11 I/^' , t 1�+•T_Jur' C 1,- ?y cy rl +I) r-rxpOJ--. ,: W/ w' tu,- OF usE= SECTION 0'-O' (PLAN) pt '1-xq:,,j' L_— ,_ —__ _ -_ —_ P,R -HIS CC%NL!,NON i -- - ORIENTATION e2 rre ¢,ro.- p �q I. - ' WALL MOUNT END 8 INTERIOR MULLION "u vO a e• et. can (i. v :' ' n• R1' ?a ...... ••"" �T✓ ai'� '�_ FI�B.W 6WICnINC CODE C Uqn relgily Nurieene Zone ) ELUSN MO-,_ UNT (WAI I) C} '•.• c s1s nrzc5 ac RmID—our MOUNT •:' ND.44167 _ y(Men I v U I I U S • m SECTIONS O'-0' - s -- " �� p �L l pa Rdl'mg Shutter System (PLANS ,'tr �" G♦,.O IN<. n msllns • wci.�c EXPERT SHUTTER SERVICES INC. INSTALLATION DETAIL EXISTING S INTO WOOD BUILDINGS %9�'SFZO ` a%FFSS!(�...... ��w.P.•,a `'� ' •bA -., :c,o s. uo1/o.L ,� • 1 - M1M Iva: r. L M1 J•LN v'L"5llrpttlY(AIWC`/o� F 11.1..x 111.0 - < ''))' V.n CD—_-]" -- a Mn E.D: D— LB i/fP 56.A-$E' Yt}rJrS - 4) 1/['[ S'Jt)C-5E" utNCRS OR !- v E.D. Ur E-. a' un L J - ](8"1, W, fit 1? c P.•J.jY}5 caA3 !: ta) ]/Eb W[ EA• U Ex"W11 mhJf6 a ([) u X F • PER _-.J I/8 un f a FIR ^Gi TA%CGx IL i'C.035 (.i 5(l0= 1Aorpl xl wclonS _I. 3. I_F !;ICSY trW C`DNVFCTA`N EL4(d r 1Pf.RA �� S/'t"a 1Ar(.QNS n Is/ Elr I— _ SEE T ffi 2 Cv SNELt ]S tGPJ x 2,'/4' w.v E.9ECPEtIl '� I" _( (TVP TDP Y EC1�Ou1 • , ' T .. D ExiiRlaR PDJPED JnCR[R. )' O O I i N FL PilL(dC CCAC. ETE -., r - --J- N ( •� 1".. 1/r D-:" ! ( C53-1, i } 5 PECIR-D __,� �- 1 it c•J N ) 5 -51160 :iPC011S x- i C N W4 D .... )'~ O O 4UNNUV V LL FA.. 40C %/ t/a a H.3♦<' RW §V.LDEa lix / udECYfW 4[ C `•" ' _ - 5— Sc �<FEv1 'C 5507. p) (dj �h; r006o' uv •''' ' ;Tn IGP y EJTPCU) t ' ... I F SAFEL 'A1511EA O I ]� [.F. Y D o 0 ' SECTIONS S \ six I I .I [43�C qa lU' BOX K 1 fJ DETAIL A 2` FoR vA'!D ]2H -- '+ iy 1' 1 5LE 51[a 3 RY' r f la ff.5 •IiOk -VI I �I` �.• i' C .'.+IE 5nS USE4 JP .4[ w( ^ iPEA1Vc. Fryt nMC 24nE5 1 iwiu J _ '3..RDNiOYR__ '/t i J/.- iGU5-SR 0e Ai4[ LVL rS` H 1-3 i 0 EE(1 1D II nNrR 'e( Ar(C ci$rR $IJRV tYFS w9E Re"r10 c0. ($LE I i fi((EItIDR GJ.iS 4u {crE cMC:_5 GAr /� SG . ,J n" 2' Idr fCR I S '♦ �✓ g AN- -PS- PER yD0.Y F4T CGUIE. Y-R. d SHEETS I: L IV, I s u A`M1C 20v - 1� {I 1 l EEYOfN UEIE 3 On WE, b c �57EXIMOR t -v >- a-iy _ N _ V 1 . i :)) :?2`t Lrix I AIKXGRS C,R flP Cr Y Dom.) U •. fii 1/[' S+'Lf C. 4iCrp fi .1- 4.... �A 3/3' 4 :] Ex a w :^ -{ ` CV•'u r'o SC, SC'ECLLC2 Cx- 21 E}, "," —J 4.Ci_i5 DR T 1 ' tq+l BEYOND I- < SHEDS 15 A IEi IT 5('E"P iAq:^.\ xl CA:XGiE . , 1- S] iE A_a;v1 Gu I f p S7 SI S i uA '-CIE `1 SG / " (2) (a C la ! " it' E/ iEl i tiff r?JK'r'pliL i 1 ("? Y�/dJRgNIC �.l C A✓ UIR DV, qw 6w/gpncvi .......� S Ilre 'atdDTEv) ! Y( SECTION S1 -51 (( �J, rowru cax.RL1c--'� ' nn. INIE,K+ FC FIAGD EIICe TA GxY i., n/."�� � I/.' V LYaE4V.y1 t I!a' 4: fHR[f.VErl' 9 _.' c.a' '• C 24' Ear vw" ` Fi'.6o"cs+iai�' ''. .' , ,'. , E;:E C.- S AWALL MOUNTING ' AIF,.CI'.L > 114F WCY Y J"UCIEt 1„1.1111rr1r1111r1r♦/[ .- -A I♦ ♦ EC- [ 1/2-um EG - (P:!/6,CA.hm AVCYNS ♦ RORI]0. dVILDNG CCDE lNaE Ni9n 1'e1r::I U 2eee) L- e 0 ED ia, 11S.IS-3-u .- S a°�;:••• ••• ✓90 P NE ENSF •.,. ♦♦ a'C aar Nautilus y. - v CA 1]E Ue.. E9 J -: v E O -. tpP s a P nt. 8IX) R ix>iv5gn mr?t /E' .n EO.--- rDv 5 Uv 19CG: riAVG%J / x "'fib ='i*'_ IL ECOm.. Roiling Snu(ter S tem n x ''� - -*• 75TA1t� oral •La.a� pa Huco..un .+ EXPERT SHUTTER SERVICES INC. FLOOR TO CEILING/TRAPPED AND WALL MOUNTING: STORM BAR ix� yam`+°"'°` r•• u-.*'`"'°'Ki1 ii.'i�x svE- '.S-0)1 SECTIONS VEHHZI �y9Q,rs�LURt9?.ra? c� Ie-ms>IP ^`+. cxar w-+:e. •.. ora a w..=+. - - • •••. -Y•—__ 1 u:C-0 S ox om AAN-, Y ERCIR 11LM1 0.5 : I ® ['On fl) MEVDvULLLM):L@& Q (fiEN}4%N J2, •• --9. 4n. L3---I --_- 9- lGn ED. I TER (2) 3/x-e KM BOLT iZ ExP^SOA . fhC,gFS IT 11TERIOR MUELK)N LSLAB 11 104DETOATION 12). U -51 r WR.YA.L 1I I ENE OF tB r NPUGB T POLIFEC CUNCRJE 0-3iYYT)- 3• L I E.S@:0 GLASS j � 14n 5'1 O� O/8 or - - R/8 or = R'/8 s� , ® xi ; {nr twATG"(wl' MOLEMITI-% SIDE / f2l AND_[ Ew SIDE n/ (21 (061-TC ALLO1- C ALLOY,' ()((DOOR Aj.6. alum EA 5 E N/ Ch Tl 2j 3/.1 = TNED BDUS ® TO YLLCOY.O h —7-- ExiN'va A4 HOi Q/8 Or P:/ 6 4C'6 Ea?EG4Ch. TO R/8 or --0-PEc cuom) E ttxc R /8 :o= s Bcn3u) r= E0 — [u X1 tM tlwYW) w/ E u:n 'IT TO =00REo 1 Pyn. iCP h r- 4-.— SECTIONX1-Xi W/n (END & INT.RIQR MULLIO(4) NEI OR.-NTATION i 1i 1) (5"x4 j _ rc•weD :ow�ne¢ SECTION XT-Xi W/ (G�' r✓: (r" 3 "' u`j LEL10 &INRIENTATIOkTERIOR MULLIONH) 6 M, WCK REO'J. liVJ Ok } n:,E Cr ,LA __':1' _ Ea_E cc sw ~_ <03 0) 3/<M ': Ke BOLT TZ EYPANSOY -I--Ar,YFOPS O 'NTEROR MD..110: (OK'EW:ACR e2). -5- M-. ED --_—. __,9- -1 ED.---F R (i) 3/: R •WK EOi *Z EYPA'fiK}N 0.YC1C45 G LV] 6riD V:i£RI''R YLLl1OK ©h (^�. (CF11^AM1ON /' L i2) A-ll CNC UUl1 SON Q�� (OilEk1411CN I?) FLOOR TO CEILING/TRAPPED MOUNTING'MUWOIAS (G1 OR Q°.-O SECTIONS W-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION 1112' I i <, EXRRIOR (EC61-T6 &L-6• i6CEt-T6 ALLOY) I Mum- ANGLE En SEE w/ Q.) 3Jab THRY BOLTS _._�. MVLL_10Y G)i__ . 1�- a3/<0 M K BOLT IT- -Q-----I µS:OL MC. Qfl '::/ 6- Yn. EVE-EDUUn TO P RED CONCRETE 0,E, TM h 007CY) ALTERNATIVE SECTION XI -Xi W1 n* ENO & INCRIEN;ATIOt�' � 1T RI U ION) N' (Q'X6-) 1 1/2 11/2' i f 'f EXIFNJR I a- Daum yr -a" (6051--c 4tor/ Y"a3 i'/:'•c'-e' so61 _,c 4tch ANGLE ZA SOC A/ 12) liKb au•x. MC_E F:. ! OE 'v (!) 3/•`< TO MLLR'.1! ol, h (1) TNFO W-n TO u'J14'IN i5 [Y 9 .4 RNr4 BOLT TZ E14rzh1.3/< LT .c.'OR h/ o' U. EUBEDYEIY: TO ANCHOR N/ G- Uirt EU2EJHi Nr 10 F(IMED COYCRE'E (Tp. TOP h nURED CONCRETE UYTP }CP 6 eorau) BOTTOM) (END MULLION ONLI) (INTERIOR MULLION O�Y) ALTERNATIVES SECTION X1-Xi W/ LGL LLORI_�:TA170ty2) AND BOX NOT SHOWN FOR CLARITY ��pENSf'''•:,• °. I r.R1, n:-rco .c *= 1/ IILIECOL„c. ftMOA eulm.Y) CEDE (N. nigh ve.zax Nautillus Ilurrkane tom 10.L Rolling ShY(lei S'Itir (PERT SHUTTER SERVICES INC. FOCC ° r,Pry_A3IE T J(C c 'n' rrm, Tr•Gc 2rOb \ T 3/•' r M • ,� 4d '' Q/ ®r I R/8 or ' o , R'/8 a l" q u nls r a 0 e t 3,. , _ vrr r i, i- m- n Le.,5 Poo. - _ C:NCf LiE - : 6 Ih-I RZE ". 21uc.U0N C PTH.TJB" Ccnl - ALJM ILBE ('CP h EKTTOM) p'/ .(� e.l(r �Lv RJ._X% 1EK SCftMS /IE'e iN<ONS kt J f/a' / A.J I' CD-o"C" 0AL"'ZI SZEL Mart EVR:DVEN' 0 24' P.a g'.,nG D 2a r.c. e- � -' - II CDGt Ir tY111CAfilC � e TG I POURED OURED C0711 T + ' DaElWR i EXTERIOR ._ ... J7' )OR (.1 11/S or R/8 or R'/8 ALSO II 6 ALLCO R.. P-0 MOUNTED PER SECTION P q CII Si El 8) `AIICLE W/ '/4'e.3/4' IttJ BUILDEx Ch SCRFB` G 24.1 TO T, E,E I li>• 1 10' i X2 v E 4LoY) v.•.. C.C. - RJ—LC EA S.DE Li U) 3/a'[ P,PU ML'S To MLGLION G (2) 3Ja'[ [Ta! KLT 12 C]%ANSRN ANCl-CR 1/ 5 V, E-R Et.? To POURED cc-.: 4E Ecw IF a=Md.ARLE I '-a !-" -0- M R0710M), _WALL MOUNTING' MULLIONS (Gj OR (G-t POURED CONCRETE WALL SECTION W-2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION v 3/r :w. r 9 - z 'Hwn •v:GIC CA. yDE EDGE " aPt� E " SECTION X2-X2 W/(G) OR jENO & INTERIOR MULLION (+Y/ ,^,RIENTATIOIG & I) (u"r<' or 8'x4 ) Exf Ir JJflli c OUR°O CONCRri 3 tag M . EXIEWR a IA IHtx O D _ A- F, ESA, CCCf f aPPUCAAC � Ain N;,CC LA yOC. ALTERNATIVE SECTION X2-X2 W/ () OR (Gj* ,[END & INTERIOR MULLION • SIDE RAIL A•NOT SHOWN rOR CLARIrt 1 Nautilius L . RoIJRq Shutter Sptl WW., ma A T•avirrcwa c.. EXPERT SHUTTER SERVICES INC. 1'-071 cu..a .. nvm 'ia-Wac^a„° eal ,u.vv ,lel .,i-ovu AEY FOP. 11) 3/4"L SNK L1C� -� :NPA4SCA ANCYORS 0 EJ+C MU1:Ov r I (CRL6 ACO,S I• h S2) '-... --J' Mle. LOr..--_.•. _ ...� 1OR {) 1/4% rWK e"4T lj [3>eNS,ON I Kr ED T"Lo6NUR. 6 !Y(ERIOR MdU 01+ s[j, Y2 EOEc x xu i r ATL AAA t7 '.l SV8 1 Yi-•tl1 I , �x JREO CONCRETE- -- •� (rc 3 W Wn.) 3' .� ua o-.•\ aE0'C • 1 rx ST nc-''• 1 ttA55 1.x ,. DRDtWR vV (Tm. tWEJGW) - iU -- EO Ic uouc+elE )s30<NYExPP dOLI ¢ P•riaN LR EA .. --Aiino 4U.L MJN (URiFNfvxN P2j. ....._..9• M.. S. — - -.•.. _ ...9" Nan. CO .-.. $ C EN'J 4UL'CN 8(Oi (ORC1 C6lAtlp,$ it G %2i FLOOR TO CEILING / TRAPPED MOUNTING' MULLION G7 SECTION W-3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION P[ 6 Alm R+tL_ a!- ANGLE cn. SIDE SIDE 3J4-0 iMRJ TO 11)S MULLION- k Y.) Soli Sq I , �VEM`,&W Io POURED (lyp, IW tr ep(iCu) A I ' DMMOR III SECTION X3-X3 W/ti* LEND MULLION ONLYI _t'!/ DRIENTATICN : 71 : :/z" i iJ� �r • J•v}-v1�2 vC-?'+cJtt-ft 4LLM1 (4peJ-i64_0�) _ S.1 lJe-f +r UCLIS O SYJE wJ 2( 1NRL f1"L TO bV.L:OI: O2 k EA ' o EOpM O JU I .2( •: E .:? y S/<'i [WIX e,Yl E[Oµj}t 1, (2. JJ<-o 3 a ' KU T2 R 'r•; vJ ,,, ED+ENr W G" 1;1. ll-lna 0 Len EM-cEOxEJp .O Wrl"WPO� rnlxRn[ flm 'tr o- IC nupm O H POUPEO CONCRETE ('yC. iyP g Dam. Epncu) eoro4± END MUSLION ONY) JINTERIOR MULLION ONLY ALTERNATIVE SECTIONS X3-X3 W/ G1 L iA'll", S1DE RAIL'bj AND BOX NOT SHOWN FOR +/++ I• SE10 10 CLARITY. 1pw-. CEDE (NI, Hi0 V.', C rot> iK'{CO K. No.44167 NQUtHUS ILRo4mg Sh.ti, Sysl ll.E 5• EE4? F riPUCAElE- ±.uaruCt. OEr.HtyS" Gm. 7777777 -ALUV TY3E (*CP 6' BGLDv) Nl Ip"cJ I:a AliCLx !r. YREn� 5/1B ] : 5 X_ Yil 'e I/+ ]H• I/E` I. OD a�..DEC" aZP CEL S,EE, rNn CNBEC0 4EWO N_a.c F/ -SIM YIo. O N.a[. ' CdrT`:JO.h YCGREO— S' Man, TWOS REr'D END CAP 3'A' 961: , ne---- ' � EQ.-EO- ICD ;ttP. TC?/BOT-Oe!i ye _ - I SNDHN, LUY BE x [+Gmr. CAST `I(NAL 'TED ' M� LCO TRAPPED LIOUNTEE• 0 7 PER SECTION T-O' DN SHEETCaEPJDR c^• i b ANGLE IY/ 1/4'Pv3/4' IN, SutxA ' TEK SEAEWS T 2A' Ac 10 TUEE I/! I r CUHhv�S x„BEC C•DY(:,�L (K ID_ TH�I SGE .E :FFUCnELL: a. v J JN' Y a O J _ POURED CCNCRETE IYC v J k4in.) _ E" Min Lt•.CK REO'D, - 41 .en. snS:L G. 90E. EFE V SECTION X4-X4 W/ �T " END 4L INTERIOR MULLION, fWl �RIE.y-ptlU,rt i` 2'i 4'x7') I• SIDE RAIL D1140T SHOWN FOR CLARITY ) Jl<'E,EW P2m) Axm VrC EO—EG - IUUYWbpi[ , & ) 3 4/ S_) Jl<L --R cG:S To GJuch L (]) ]/1'e NNK EGU Z EWr G nFPU-.:d:E -� S v.p EYB:JYEI� EYF:E !D PCyRwtD CONCRETE WALL T ;l1Y 1DP & BGPGv). �.` St<' •'.•. �: arms v.rtw we WALL MOUNTING • MULLION Ca ° ND. 44167._ + - POUREO CONCRETE WALL = -�'-- =- 1 IL E C O tLI SECTION W-4 END &INTERIOR WALL MOUNTED MULLION INSTALLATION F'.... ,c` Lpat I/e -_I '-'}y'�9JYEE3AAhe=rnvir:i`i:ur7. RCRIVA BULOIRG CODE (NI Hqn VVi 14, tisr.caa gene XP ::E STEP 1. OSTAINJOS SITES A S D DESIGN PRESSURE RATING (p.s.L) FOR THE OPENING AND DESIRED SLAT SPAN l (B) TO PROTECT IT (SEE GENERAL NOTE 12. SHEET 1). STEP 2: ENTER TO CHARTS (1,, ID & IN') THRL' IC ON SHEET 15 TO DETERMINE. BASED ONANI2- SLAT SUP (n), ANCHOR TYPE AT SIDE RAILS; AS.O. DESIGN PRESSURE RATING W,51); THE REOUIREO MAXSLAT SPAN-L-tl. THE FOLLOWING INFORMATION IS PROVIOEDAT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION. ENTER A.SU. DESIGN PRESSURE RATING; SEE STEP 0) ABOVE • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: Lu : THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112-SLAT SLIP MAY BE USED, FOR A GIVEN AS D. DESIGN PRESSURE RATING. • MINIMUM RECLINED SEPARATION TO GLASS IS PROVIDED ON CHART IcPROVIDES SEPARATION TO GLASS FOR PRODUCTS WIG OR W/STORM BARS (SEE STEP 4). STEP 3: OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REOUIREMENTS FOR CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va, VG & VU' ON SHEETS 16 THRU 18.. ENTER SCHEDULES WIN FINALLY DETERMINED ANCHOR TYPE, SUBSTRATE, MOUNTING TYPE, A.S.O. DESIGN PRESSURE RATING B SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING (INCHES ON CENTERS), SEE GENERAL NOTE T ON SHEET I FOR ANCHOR SPECS. STEP 4. IF PRODUCT INSTALLATION INCLUDES STORM BARS. MULLIONS OR STORM BARS & MULLIONS. THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE 43. IF STORM BARS ARE USED 1. 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. ENTER TABLE 1 ON SHEET 22 Wt A.S D DESIGN LOAD. STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT), 3- ENTER TABLES 2 OR 3 ON SHEET 23. WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP 8 BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A 8 0) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 45 IF MULLIONS ARE USED BUT W/0 STORM BANS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WrO STORM BARS SHALL. BE BASED ON CHAR Ic ON SHEET 15. IT SHALL BE MEASURED FROM SACK OF SLATS TO GLASS, 2. ENTER SCHEDULES la THRU h ON SHEETS 24. 258 26 WI A.S.D. DESIGN LOAD; MAXIMUM MULLION SPACING IMAX.. 12'. B OR 7). AND DETERMINE LMIMUM MULLION SPB-N (HEIGHT) WI ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GNEN (G �G) .i2 8 G] ), MULLION TYPE 8 MULLION ORIENTATION. 3, SEE SHEETS TO. 10A 11. 1IA 12, 12A 13 6 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP B BOTTOM FOR FLOOR TO CEILING HWeED OR VVAdL MOUNTINGS OF MULLIONS INTO CONCRETE FORA GIVEN MULLION TYPE (GS.GI , 3? 8 G3 ) PROCEDURE 4C' IF BOTH STORM BARS 8 MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART Ic. ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE ION SHEET 22 WIASA. DESIGN LOAD AND S70RIA BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT), 3, ENTER TABLES 2 OR 3 ON SHEET 23. WITH AS D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP 8 DOTTOLL OPTIONS PROWDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERF.%NEW (ANCHORS A 6 D) OR REMOVABLE (ANCHORS 16 @ INSTALLATIONS 8 A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING: 4. ENTER SCHEDULES to THRU 24 ON SHEETS 24, 25 8 26 WIA.S. D. DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX., 12', W OR 7), AND DETERMINE IAAXIMUM MULLION SPAN (HEIGHT) VO ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GNEN j O., G1. 02 & G3 ), MULLION TYPE S MULLION ORIENTATION. 5. SEE SHEETS 10, 10A, 11,11A. 12, 12A. 13 & 13A FOR MULLON CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING (TRAPPED) OR WALL MOUNTINGS OF MULLIONS IWO CONCRETE FOR A GNEN MULLION TYPE µCI.. Gt . G2 8 i:3) L PROCEDURE PER STEPS3 IS SILR FOR INSTALLATIONS INTO FRAME STRUCTURES SEE SHEETS1208R21 FOR LIMIITATIONS APPLICABLE TO INSTALLF ME ATIONS ONS INTO WOOD FRAME STRUCTURFR 110!:LIT.. Nautilus IL E� CO,mc. Rolln� Shu{ln Sys{em y+:/r5 EXPERT SHUTTER SERVICES INC. Ie:s xv nA;uoFt xs.Tr w_AT sr, ueo R U1. ab,( {�1 l• mli fl+_Wil I6-171 YGG K x, n�n4 4 vrcvavic wvPun ive.�--...+'•:'•+:+'A`"v^• - , In.,•a.. «,�"•-Af°• 41Ga Lt �, 4n+N. P[. •ttJ0^G W �( AG Rl SLAT PERFORMANCE CHARTS la, Ib• Ib! & IC: (ONLY VALID FOR 12" SLIP) FOR A GIVEN AS.D. DESIGN PRESSURE RATING (P.6.0, PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/ OR W/O CHART Ifl CHART lb CHART Ibl CHART IC t6E IIAGMAI VAUK NFLAiNE "0. 101D USE M7>swM P A .D. L51D vuu[ 318"0 KWIK BOLT 3 ANCHOR 5/16'o TAPCON xL ANCHOR 5n L CON %L ANCHOR POURED CONCREfc IP wvsm oc anE Ip pnul nyEn L<u rJa�rz ¢w: JUx. AS.D. YA%. SLAT •Ly1y SPAN (�) UAY. SLAT SPIN FNIL SLAT SPAN 'LuAx' REOMED M. SEPARATION TO GLASS DESIGN (Ff) MEASURED TO BACK OF SLAT (in) RESSUR RNMC wl UDVAT IwITm IUu'rtM an0-on !1 Ilino•aR [wart v/r wl 1[IIM IgME!yQ llxryM yTy[DR_'!)�/� w/o sf0.iu 8W5 K/ WORMLNRS (Pal. !rt tov • art •qlo • Ig1G t aQ •ql6 ♦ '€ t E.� • a lul6 ♦ wm • •m wtRo }mu ) ta9 ZonE 20'-0- -- 20'-0' IS•_-{- ZfY-D- W- g �E2t 0- a¢ ct6 • 15•_6- ; - 1-3 { Si0 20' 0 IS ] _ 20-C' 18 p 20 0' Is D` IB 0 _ I6'-3' }0'-p' 1 0 t6'-J' It'- 0' I' la �E' 19 ]" _.. IG 6 _- JO pD' ._ •i•-5' _ �.� MA 20' 0 - --- f5 2' - --- 1] a a:-t 9 _ _ IC -11' 19 5 -_._...___ la'..IG' _.__ 1:-9' 1 I' 1{ 1/2 ............... )` _...._........_ 9S.0 20' 0 .S-0' IB 0' IS-3' }0•-0• 2 N'-' tti-C' J'-9' I]'-P 19_}• R-9' 12. 0" I' }{ 1 6' _]' _ IS•-1' -_- __ 1: -10' -__ I2'-10• i6'-I- 50.0 20'-' 0 .Y-10' 16'-9- 1�-2'If-1' _-_ IS' -I- 12'-9' Li'-C' 1' 1{ 2' 6' _li_B. 15•-4_ CE--4- 12_._-0- b _ 2D•-0•__ 1]•-a• �2--1_ o- I _ 1{ In 6 __T- T G0.0 19'- _I-w 1{'-2 _ it It'- IJ -tl` 11 II 10'-11 IS'-{' I fi'{ t3 11' 11 0 m'-iD J 6'- I' 14 * - __... 10'-0' 10 6- tt !13_- - 10'-{ @° 9' .. IO-5' i0'-' i '-- 4•-0- _' _. 1' i- t 112 -- 6' . >' _ tl'-a' 7-i1- ti- -. 0 Js.O IG'-6 ._._ 1• -r Iz'-T IC' -ID le•q' _ _ _._ 10-D` _ __ t0'-0- _. 9'-10' ._ __ E'-10' _ _ I- .. .. �__._ SS ! -_._-_ 12'-0' 80_0 _ IS'_0' _ IC 5' 9•-5- 10'-: C' o'_)• 11'-)' 9 -3- 9'-1_ �_ W-0• IC'-b- 11 Y 9_S Y -- - BS.O IS'-0' 13'-J- 10 0 IJ'-p' - 10 5 5'- 900 tp-2 10'-I- 11 2 9' 9 12•-E" _ 8 10Itl - _ Q-1-. IC'-9' 8 10' _i'-0- _ 0' 1' __p_ I2 1/2- -6_ 6• }•_ ]- _ Iti-a- BSA _ -..... J-8 - 1' .-........�. 121/➢- C ]- 5 l0' 1- _9' I 1'-8' E'-a' ... y 5• _..._ 8'-a•.. IO-D- tl-e-_8 -6 0. 1 ]..o_ I 12' 6 Ima 12'-] .;' _ 9' 9 11... •'._ -- 0 0' - 9 2 ... -.. 8-1. _. 9'_9' t_ 11 1/2 _] ]' 0_-B_' C,D Y-10- 8'__ ]__-9' ] f ]'-2` 110A Il'-0" 8' 9- _ _ 8'-6 10 -11- )-fp' B-IO ]-1.•_ 9_-J' _ 11 1 2' / 60 __ ]- I110_ -- J !' -- >'-8 _I- I' 11 1/2 - ]• - B•-U" -e ]'-0" 1z0.0 1250 :0'-A - b --- 9 3 8'-2' 10' J- ] 5' 5 .._.-E-2 ]-E' e'-n—.. _ ] E J'-1 -_- 6 10' --... I' 11- c- fi _._.__.. ]' IO_2 J _. �.,. Ib-0' _... ] 2 >'-�• B'-b• -) 2 .__]:_.• J 5-8' - I' 1_I' 6-_• _Y IS].0 f'-t0'_ e'-.)'-11 ]'-E•' _ _ 8_ _...__ >'-3_ )_) --9-_-. o'_b' 6_-10 7'-10 ]12=_]-O_- I_ E'-+0' )'_G )' S"_ )' 6' G_1- _8_2' __ U -U- _ - _ _ _ 6_ a' - •- HAD 1. ASOVE iNCICATED MAY. SLAT SPANS MAY BE 'ZED AS LONG AS ANCHOR SPACING SCHEDULES 011 SHEETS I] 4 ^5 INDICATE TNG AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 2. PECUIRES SICE PAILS FA5*ENED /0 EXISTING STRUCTURE WIT, 3/8'0 WX BOLT 3 ANCHOR OR 5/16'o TAPCON XL ANCHOR, INTO POURED CONCRETC OR GROJ' I'LLEO CELL CONCRETE BLOO4. OR WITH I/A C TER SGF•E$$ AT VUWONS CON.SrOBON. VALID FOR ML UOUSTEV, -RAPPED MOUNTED, ANC SCO-OUT YOUNiED. 3 M]JUeJM S.- SPANS FOR EtTERML'IATE LOADS MAY BE DGERM!NED BY LIMW N'ERPOLATION BF iVEEN END VALUES. • - EN SF ''•: b {LOPoW BLMUM ODE x. (NN 9N 5'mPfitr llPnbn! } Nau Z, e. • 44187 Ill L;S Rolling TA AL . Shutter Syaem RVICES INC.EXPERT SHUTTER SE U11 ] N{Lv/j(>rcN[ "�v YPPJ Ir riel•.. aTrtRT+ .: "In � x WALLMOUNT fml bM SPAN RANGE t > 4'-5' T > 5*-6' 1 > 6 -7' 1 > 7'-9' t > 9-12 T > 12'-16' t a- 8' 8' 8,- •a- 7 112' 5 1/2- 7 3;' > 12. 6- 2' a- 6- 6 1/2- 5 lj2m 5" 3 3/4' a 1/2- 3 'Sle 4- 3 4 1/2- TRAPLESMOUNT 0*-4' T > 4'-V 1 1 V-6' 1 > 6--7- T > 7--9- T > 9'-12' t > 12'-16' 1 > 16'-20' 1 6' 6' 6 — i-- - e- C' --6-- S' 6 6. I - 5 1/2- a- 6- 6. 6' 6- a-- > 6' 6. 6. 6 6 4 31e 3/4- _ 3 3/4- -.60 314' 4- a 3/4 3 3/4 4. 3/4- 0 SLAT SPAN [o] 0 INC. MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN LOAD SHALL N EXCEED UAX. SLAT SPAN INDICTED ON SLAT LAT PERFORUMCE CHARY ON SHEET 15. LONG CODE IN., 11,6 Nautilus a. Rolling Shutter Sy -.I,, HITTER SERVICES INC. arz 1. CLI.r strut' WALL MOUNT DmGN SLAT SPAN RANGE 4*-5' 1 > 5'-6, T > 6*-7* T > 7'-S't > 9'-12' t 1 12*- 16' t > W-20. t Mo 6" 8" 8 6' 7' 4 Ifl-W 1/2- 7' >w7lm 4. 5. TRAPPED MOUNT > > SLAT SPAN 1 RANGE > 7'-S* t > 9'-12'1 > 12'-16' 1 > 16'-20' 6. 6' 6. 4 112- 4 112 BUILD -OUT MOUNT SLAT SPAN E-:] GVE =7SpAN FOR A A-So.� DESIGN PRESSURE RATING S ALL NSTR EXCEED MAX. SAT SPAN INDICATED O. SLAT PERFORMANCE CHART ON SHEET 5. SLAT SPAN S GE IL, (E) E (-E (E CE) (E) 67 6 6 6_ 7iE 1/2. _4- �1/2-� - d�� -Li/2 5 !2' 5 12- 4 1 4 1/2 6' 1-,JL-- 5 5 112 5 :/2 4' 6- 5 1/2 5 1 5 112 3 31' SCHEDULE VC: (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE AS.D. LOAD) Mnsu" SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9 > 9'-12' > 12'-16' > 16"-20' (osq Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30,0 _ _t 0_ 60 — 10 75 _ t 65 90 238 105 a2 135 594 1,80 999 240 1390 300 > 1—a0 70 80 10 700 386 120 440 740 398 180 823 246 1328 320 1823 400 >41--80 iC - 120 290 750 794 180 509 210 708>61 270 1266 360 1962 480 2553 582 -- - 10 160 616 _200 767 24C 796 280 1007 360 1695 480 2422 600 2547 596 >8i-105 123 210 5j0 263 711 315 1142 368 1372 473 2009 59i 2492 638 >106-120 3S3 240 728 SOU 88i 360 1345 420 1587 54C 2112 640 — >12. —140 552 280 32C 96G i;86 350 40U tOC3 1322 420 480 1672490 1873 630 640 2039 — 63 _ . 1869_ 56U 1740 >141-160 781 IT FULL BE THE REEFO!LELCTV OF THE V TF PMAIT FOLDER TO LERIFV TWAT EP51' G SIR DESIGNED TO SU>PORT W MIDVy KRCES BF K U:'T FOOT OF SHUTTER HErOHT AT BOTH JAMBS SEE TA'SS aET FM 9, d.yV UES SIDE RAIL SA _ ' $PAN $1AT SPAN DEFINITION .dPpramnunpr 4� n,wnti w - i�P • JCENvSf' '•.: ':' oaRo rtirzrn we N Q l..l l i l u s Rdling Shutter System canon: •W r „r EXPERT SHUTTER SERVICES INC. .y g1A1r° �$ : ,..v ... .». w, ;• a', !a«wm',....'� �ws s. mTv�+r s*wsn 'S-0?7 o+r ... rxrc. r 9''. f 10P 2�.•� . eec wrr, "•'•'••^•^^�=�nnn� . 1UNLY VALID FOR I.G- SLIP, SLATPERFORI."CECHART IISJ & II.I IO.a1LYVAUDFOR Ili" SLIP) MA lkl FISLATSPANA.NDM1NIl1@d SEPARATIONTOGL:SS FORA EO.Iw GMEx uwuWN.asD DE51GYPaE55laE MnaGlpy7pgpEWNErt[gI1M Cpaq]pNfOa leswunoeswA 5TOr1N8Nt5 P[q OSrwPSBE[OW FW wGNEN VAimIAIwgD DEgGYpgEG•.VPE RAIUY,a• InSTnuwtwNSvsDs]MUBAag GNEN WGODGRADE.A.S.D. DESGNLDAD Ios 115InT SLIP I/B-ANp SHUTTER MOUMING TYPE FOR WVOD FRAIAES WALLS Wi2yq•STUDS pErtDEirt]6E�L+mvuouHiWAIXRDNfM AS PER LIMITATIONS ON DETAIL 1 CHART Ibj o m w CHART ICJ CHART IIbJ USE !� CHART IIC j RMALNENf IUMASC wSGN YNE55WCHAICIGIpfCNN gHV)TFRP COYa1Kx.fCR [vSTA W 110h5'rc O $iCPN P.(RS PER pElM ] ¢EIAY rn l t � T SDIN DEFINITION ' Iw •a w.1 e g-o IW BLB-a+ SLAT PERFORMANCE CHART TV' 1LESS THAN IW SLIPf FM AOrvFAA50 OE61GY lC.VI OB/ $IfIftERYgMiOprIIv]pNgCl16A1[• .WGI]4 T)PE.a'IDiOR MSLA{1A1pN51V05]OlW BA Rg IYA OEIM ] PFIOW • vAJD FOR DR4iP5�iiR-3111N (G ,) 911•T ME 02 (G-01% SRBYY FLE-HR-SM (F03W "L%[D FDq PVC J2 IgRtpS�R(G+ABG) SOI1D4Ri (Grt•3) r 16LD FOR SN l ME /2 (fA SS) L _ INSTALLATION INTO WOOD FRAME STRUCTURES f�' :'•5' rADJ nog Igyy1 WL S 501 M'ODD GRADE p¢ N ..•. iq) ewne 0-0 I 1" I 51/:' f, n= - • Z `b a SUT SPIN O[FI d la yr ro .- j DETAIL T (ELEVATION) A NOTES, ABOVL %DtCATEO NM. 5,1 SFANS NA- RC USED AS LONG A5 :NC'ICP SRLCING SCHEDULES 011 'NCE7 21 VOCATE )HAT IS YVAILA&LE FOR rHE COPRES-ONDNG SLAT SPAY A•ID A S.D SWI! LOAD. 1 -GOO FRAVE IVLLL 10 BE 911.1 FRIMY V LCCORCA.R;:.trt� 9c-5 C".T ON CETAI AIV 2 Ny15q.' PCN OIU% F 11 GI -i1C FLO i L EU101NG COV'mW.MUV LTJ H C. WALCAT E11NLR SI3E O 0 f'ANC SZL. BE .. T..,.-- N a u t i I, ____� II E•' �.01MC \ L u s Rclling Shuster Sygltm A•�I; ., I .+LR� yw�.[[a^c m•aa.. EXPERT SHUTTER SERVICES INC. OT�en.�.%v>T•(rT �. n ine+ 16]f $.V. vj.v iL 5'itC( NPI �. rltiM. 2 J.afa -D% p [ F4 u I u'Al WALL MOUNT & BUILD -OUT MOUNT TO 2"x4" WOOD STUD (SEE DETAIL 1 ON SHEET 201 WALL MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 12" PLYWOOD (SEE DETAIL 2ON SHEET 201 <sa SLAT SPAN RANGE WOOD GRADE uu•<!°xua pm<••1/bs•>5b8•>6bT •>Tm4 •>gb10' i $CUiHER14 P t j2 '0 _- 6'— 6' -. 6" 6' 6 a ]/<3/<" DOUGVS-e�R-50UTr1 - _ . __.y.. 6" 6`... (G=0.46) .._..... 40 _. E" __........___..._g—........._ 6' 6' S '/=" 5 1/4' _....... _.. n I/a' PxJCEG_0.36 -9YJiH ' 30.0 6' 6' 6" BUILD -OUT MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 12" PLYWOOD ISEE DETAIL 2 ON SHEET 201 SLAT SPAN RANGE WOOD GRADE .' W1 L(-4" Ufa :� I�C.N IOYI • F0M � l YYvn . f KW! .F WMF �� FOY( .A blln � E 19tt � .f aYl •I(E: ./.E _Y1G- 66_, E_ 5DJTHERh r fp ,40 6" E _ _ _L _E" - �.._-� 60 6' ]" 3' 6 5" 6" E 6' � [ ;/p• 5 'J2" �< fRL:E PIhE-RR-SD'JfR 5 ;/Y 5 1!2" 1/2" n t/2" fG-7.361 ' ]00 6" G' o � 6• 6' 6' 1 6" 6' C 6 V°• 5' T• SPAN FOR SL XI FOR F4S.D. DESIGN LOADL NEVER EXCEED MAX.SPAN INDICATED ONP[RFORMANCE CHARS0 SHEET. C ine. Naut*IUS �~!� eE. Rolling Shu L•er System UTTER SERVICES INC. 4LCf ll IX i! MEASURED IN BEB1'EEN CENTER LINES OF STORM EARS IN grn�rmur,,,,� FEE- OR FROM TP OF SIDE RAIL TO CENTER OF STORM BAR. '! THIS REGION IS ONLY VALID FOR INSTALLATIONS t OR MORE S10RIA BARS PER SHUTTER. '*THIS REGION IS ONLY VAUO FOR INSTALLATIONS y OR MORE STORM BARS PER SHUTTER. Noutillus ro, Roll'mg Shutt" System -•wc co....,.•+ 1n1"I �MuI¢n SERVICES INC. .. 416J (TV ®, vmv STORM BAR SPACING "a' (T7) an A' 4.5 S' S,S J00 AB.C.O AB,C,O 4B.C,D AB.C.D he_C.D AD,Cp AB.C,D 4B�C_A A3CD _ AB.C.D AB_.C.O AE_C2 A40.D _?'AD _�.B_C.D A.BQD AH C.D AO.C.O 4tl_C,0 4B.CA 4 rB 0.0 A.p,4C 4B.C,0- AB.<A A9,C.0 AB.C.D_ x5.a_.. �y/,B�C.0 AB.C,C ABCD 48.^D AB.f.O ABCD _hB.CA ABCD 50A 0.8CG AB.CC_ ABC,O_ A,B,C.O 0.RCA �9C,0 _arBsC_D �_B C,D_ -�b.f0�BC BCC AB y_ 360 _AB.cA_ h6.CL �.9.CD D MAID 0.�iCD AB.C,D _.0AB.C_ fi0A_ _4B C,D AB.C.D A.B.CA AB.f.O PB.0 AB.0 _Ap_CA AO.C,D AB.C.O A9,C,D_ 4B.C_ d.0 _hD,C,O L,O.CD ABCD 4BC.D _AB,C )OA 4 AB.CA AB_C.D &a.GD h9.G0 ABCD _ AB.0 __ __ &B.0 _ AB.0 _ _A8 c.1) A9.C.0 LA.CO �B,C,D ABC.O BOA_ ABCD _JBC _ A9.0 -AB.CA AB_yCO gB.C.D SBd�O ke.C48,C - D_ A9 G.0 A6C,0 A6.6D B.0 - A _AD.C.D ABSP... ABCD 46,C_ P�_C ABC A A _ A - 4 P.B.C,D ABC.D_ hB,CG_„__48.0 F,Bi_ _.AB A 4 A A A P A 4 `- A 010 f00A ABED _ _ ----- -- _ IOSA PBCD.._ 4B CA 0.B.0 _h6A__ �B ♦ _—.—.. D _.- IIOA _4B,C.f �r BCA_ ABC -_43.0 ABA A A A _ ♦ A A L I16A ABCD ♦ Bra AB.0 Ae C t ---- _ -- — 4 A IRaa _TyB,C.O IyB.0 _ _&R.0 ke L _ _s _ ___A _ _ A _ t p �A—_ Ina AB,C.D kBC y A,E.0 __ T I. _ _ _ A L A_ _ F _ A A 130A A&C.D AB_C LBC ? _..._'-_ __ A"..A A A Ina 4B.00. A,QC 4H.0 A A A_ A_.,....._........___ -..... IPOA _.__-_._.a PxBCO y._ F.D,C .5,8 � ..___ A _ A_ A -.....-� .• _ ..._.. A :�. A .. _. T. 1A,wa _ _-_ _ hB,i_,_D_ __4BC A9 A- _ _ 10 L.DgO h9.0 A a 0 ISat hB.0 I 48 A a..• 1fQ0 LBf. p _ A A A P 4 ANCHORS TYPE LEGEND A 3/11"c CA Wt- STEEL WMK SOU Ti E6PLNCION ANCHCR W/ 2 1 f2- Ul,. EIASEDYENT* A 5• MD TWCK ' UREO CONCRETE (,'c - 2003 Ds1j B O/B"Pxl 114• PO'nEP,S C A-iN AegNpRS W'/ 1 Ifx" Yin. EMEECMEW.* r, POURED CCKCRE,E (1'c m SCOD psi) A )fe'a-tb MACHINE scli Ws C 1/L'R+O/<' a L PCINIS SOLID -SET ANCHORS W/ 7/6• Lllr EMBEDMENT* 10 POCREO CONCRETE (I'e = 3000 DeU A 1/du-'lO. ,E-8 S(A% S Eir:L U<CH:rvE ,yammuulnrNr„ SCREWS FLCR'GF BMLOINC LOPE (Non Wan MobNly llmnccro Iona D 5/I6 m RK' 6ViLl)a TARCON FNCPORS W / / S+S\P' �^E^{ ✓L,I U s ', 9% 4tc1D ,r_'[CO K. {� I n 1 I li� n N L 7 1/1' Mla. EMBEDMENT* 10 POURED ^� = J r'"a CONCRETE (I'c = 2999 Pa.) y�., c�+j'jBfS-•_y �LI 'EC O Rdl{D9 5hut{p System wr,LPs � nw, losn„o • uw.au„o Ca...„r EXPERT SHUTTER SERVICES INC. `+fO EUaEDUENT IS BEYOND N!Y FLOOR / CEIUNO FJMSH = y •. STATPOF •"' ;mar~ u. ^,"."` ^.. ,. �•' •C1or s. ,u % ?.a:: -07' �P1` • F er.�: m-wi: .o,c rier r.v-ex ux e. r, A L f C w C F z z 2p ' G-D \� p '. I. I!x �o. • .!. 1. • W � Q � ! �Wy I i O � ..ILIbI I I to <I I ! Ii•�F �. ° 1 � I I I i I'IuIb !_I_! I Ix I ; 77 �I �I �I��I�I�I�I�j� Y` i I. 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